.,. 
TEXAS ELECTRIC UTILITY CONSTRUCTION, INC. QUANTITY DESCRIPTION INVOICE 43ge9 INVOICE 43970 (CHANGE ORDER #1) INVOICE 43971 (CHANGE ORDER #2) INVOICE 44292 INVOICE 44574 INVOICE 44575R'(RETAINAGE)
EXTENDED TOTAL UNIT PRICE $107,335.20 $7,500.00 2.268.00 36,500.22 8,550.52 950.06 $163,104.00 AMOUNT $163,104.00 TAX ON MATIER/At. SUBTOTAL 163,104.00; LESS RETAINAGE.,-__--;:O.:;::00:;11
RETAINAGE 0.00 Questions conceming this invoice? call: 903-893·0949 $163,104.00 MAKE ALL CHECKS PAYABLE TO: PAYTHI. TEXAS ELECTRIC UTILITY CONST., INC. L--"!AM",O",UN,,,T,--...J STEPHANIE
MAHER P.O. BOX 2211 SHERMAN, TEXAS 75091 4613 Highway 1417 North P.O. Box 2211 Sherman, Texas 75091 INVOICE 􀁾􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀁾􀀮􀁾􀀭􀀭􀀭􀀭􀀭􀀭􀀬􀀠 ADDRESS: CITY OF
ADDISON STEVE CHUTCHIAN 5350 BELT LINE ROAD JOB NAME OR DESCRIPTION: LINDBERG DRIVE UNDERGROUND INVOICE DATE JOB# DATE COMPLETED CREW # TERMS Office: 903-893-0949 06/13/02 UG-C2·0002
05130102 21 DUE UPON RECEIPT THANK YOU FOR YOUR BUSINESSIIII 
TEXAS ELECTRIC UTILITY CONSTRUCTION, INC. 􀁾􀁾􀀭􀀭􀀭􀁾􀀠 CITY OF ADDISON STEVE CHUTCHIAN 5350 BELT LINE ROAD JOB NAME OR DESCRIPTION: LINDBERG DRIVE 4613 Highway 1417 North P.O. Box
2211 Sherman, Texas 75091 INVOICE INVOICE DATE JOB# DATE COMPLETED CREW# TERMS Office: 903-893·0949 05131102 UG-2.()002 05130102 21 CUE UPON RECEIPT $950.06 Questions concerning this
inVOice? MAKE ALL CHECKS PAYABLE TO; PAYTHI$ Call: 903-893-0949 TEXAS ELECTRIC UTILITY CONST .. INC. AMOUNT STEPHANIE MAHER P.O. BOX 2211 SHERMAN, TEXAS 75091 RETAINAGF QUANTITY EXTENDED
TOTAL .. 􀁾. 􀀭􀀭􀀭􀀭􀁾􀁾... DESCRIPTION UNIT PRteE $950.06 ,• SUBTOTAL TAX ON MA TERIAL LESS RETAINAGE RETAINAGE AMOUNT $950.06 0.00 950.06 TEUCCODING THANK YOU FOR YOUR BUS/NESSI/II
44575{(. 
50 YEARS OF FUN! August 7, 2003 To: TXU City Inspections Dear Sir or Madam: The Town ofAddison has formally changed the name of Realty Road, within the 3700 & 3800 blocks, to Arapaho
Road. This name change went into affect in October 2002. Please acknowledge this name change in future interaction with customers in the Town of Addison. Your assistance is appreciated.
Sincerely, Steven Z. Chutchian, P .E. Assistant City Engineer , ... 
, ' Council Agenda Item: #-;26' SUMMARY: This item is for final payment and acceptance of improvements performed by TexasSterling Construction, Inc" for the construction of Arapaho Road,
Phase II, from Marsh Lane to Surveyor Blvd, FINANCIAL IMPACT: Budgeted Amount $4,005,000,00 ConstructionlIncentive Cost: $2,352,974,00 Source ofFunds: Funds are available from the FY
2000 General Obligation Bond Program, Project No. 83300. BACKGROUND: The second phase ofthe Arapaho Road extension project extends from Marsh Lane to Surveyor Boulevard. Construction
ofthese improvements provides for the next section ofa planned east-west minor arterial roadway that will ultimately be constructed between Marsh Lane and Addison Road, The Arapaho Road
extension is intended to relieve traffic congestion on Belt Line Road, A contract for Phase II was awarded to TcxasSterling Construction, Inc. for construction ofthis project. The original
contract price for these improvements was $2,172,602,00, The final construction cost ofthis project was $2,250,974,00, which represents a $78,372,00 increase from the original contract
amount. This increase was the result ofrelocating a portion ofan existing sha¥ow depth water main, an additional storm drainage inlet and associated concrete cubert pipe to address drainage
condjtions discovered during construction, and excavation and removal of unanticipatetti;hallow rock subgrade under the proposed roadway. In addition, this project included an incentive/disincentive
provision, whereby, the contractor would be awarded $3,000.00 per day for early completion ofthe project, to a maximum award of$300,000,00. The Town acknowledged the successful completion
of the construction improvements 34 calendar days prior to the established 200 day period set forth in the contract. Consequently, the total value ofthis project is increased by $102,000.00
(34 days x $3,000/day) to $2,352,974,00, which reflects the addition ofthe incentive payment to the final construction cost. The final payment recommendation to Council was delayed until
scheduled street light operation and metering efforts were completed by Oncor and coordinated with the contractor. 
The contractor has submitted his Affidavit ofBills Paid, Consent of Surety Company to Final Payment, and One-Year Maintenance Bond. RECOMMENDATION: Staff recommends that Council authorize
final payment 0[$147,019.48, which includes an incentive payment, to Texas-Sterling Construction, Inc., and accept construction ofthe Arapaho Road, Phase n, from Marsh Lane to Surveyor
Blvd, Project. f ... 
ESTIMATE #D8 & FINAL PERIOD: NIA PROJECT#: VENDOR#: CONTRACT#: INVOICE#: T-0202 OWNER; TOWN OF ADDISON ADDRRESS: 16801 WESTGROVE DRIVE, ADDISON, 1)( 75001 CONTRACTOR; TEXAS-STERLING
CONSTRUCTION,INC. PROJECT: ARAPAHO ROAD-PHASE II (Marsh Lane to Surveyor Boulvard) Number ofWorkfng Days: 200 ...... ADDRESS: 2100 N. HWY 360, SUITE 106·A GRAND PRAIRIE, TEXAS 75050
CONTRACT AMOUNT: CHANGE ORDERS # CALCULATION CHECK: $2,199,339.00 $2,199,339.00 WORK UNIT OF APPROVED QUANTITY UNIT VALUE IQUANTITY CONTRACT COMPLETED COMPLETE ICOMPLETEDI PRICE COMPLETED
TOTALS lJ 
PROJECT II: T-0202 ESTIMATE #06 & FINAL VENDOR#: CONTRACTI/: PERIOD: NlA INVOICE#: OWNER: TOWN DF ADDISON ADDRRESS: 16801 WESTGROVE DRIVE, ADDISON, TX 75001 CONTRACTOR: TEXAS.sTERUNG
CONSTRUCTION, INC. ADDRESS: 2100 N. HWY 360, SUITE 106-A GRAND PRAIRIE, TEXAS 75050 PROJECT: ARAPAHO ROAD-PHASE II CONTRACT AMOUNT: $2,199,339.00 (Marsh Lane to Surveyor Boulvard) CHANGE
ORDERS II ...... CALCULATION CHECK: $2,199,339.00 Number ofWotking Days: 200 W.O. DATE: 4-01-2001 n U I APPROVED QUANTITY UNIT CONTRACT COMPLETED PRICE TOTALS I PREVIOUS 1_ THIS 􀁾􀀧􀀺􀀧􀀺􀀺􀀧􀁾􀁾􀁾�
�􀀧􀀠 􀁾􀀠 liTEMI DESCRIPTION OF UNIT CONTRACT 4EASURE QUANTITIES --I ..􀀢􀀢􀀧􀀧􀀧􀁾􀀠 I . I ......." ,", ...... <'!"n nn 􀀮􀀢􀀧􀁾􀁮􀀠nn 
PROJECT#: T-0202 ESTIMATE 1108 & FINAL VENDOR#; CONTRACT#: PERIOD:NIA INVOICEiI: OWNER: TOWN OF ADDISON ADDRRESS; 16801 WESTGRQVE DRIVE, ADDISON, TX 75001 CONTRACTOR: TEXAS-STERLING
CONSTRUCTION, INC. ADDRESS; 2100 N. HWY 360, SUITE 106·A GRAND PRAIRIE, TEXAS 7iiQiiQ PROJECT: ARAPAHO ROAD-PHASE II CONTRACT AMOUNT; $2,199,339.00 (Marsh lane to Surveyor Boulvard)
CHANGE ORDERS # ..... CALCULATION CHECK: $2,199.339.00 Number of WorKing Days: 200 W.O. DATE: 4·01-2001 ITEM DESCRIPTION OF NO. WORK UNIT OF CONTRACT QUANTITY COMPLETED I COMPLETE ICOMPLE
UNIT PRICE VALUE OF COMPLETED WORK CONTRACT TOTALS 
PROJECT#: T-0202 ESTIMATE #08 & FINAL VENDOR#: CONTRACT#: PERIOD: N/A INVOICE#: OWNER: TOWN OF ADDISON ADDRRESS: 16801 WESTGROVE DRIVE, ADDISON, 1)( 75001 CONTRACTOR: TEXAS-STERLING
CONSTRUCTION, INC. ADDRESS: 2100 N. HWY 360, SUITE 106-A GRAND PRAIRIE, TEXAS 75050 PROJECT: ARAPAHO ROAD-PHASE II CONTRACT AMOUNT: $2,199.339.00 (Marsh La.ne to Surveyor Boulvard) CHANGE
ORDERS # ...... CALCULATION CHECK: $2,199,339.00 Number of Working Days: 200 W.O. DATE: 4-01-2001 DESCRIPTION OF UNIT WORK OF APPROVED QUANTITY UNIT VALUE OF CONTRACT CONTRACT COMPLETED
IQUANTITY COMPLETE ICOMPLE PRICE COMPLETED TOTALS THIS MONTH 
PROJECT II: T·0202 ESTIMATE #08 & FINAL VENDOR#: CONTRACTII: PERIOD' NIA INVOICE II: OWNER: TOWN OF ADDISON ADDRRESS: 16801 WESTGROVE DRIVE. ADDISON. TX 75(101 CONTRACTOR: TEXASoSTERLING
CONSTRUCTION. INC. ADDRESS: 2100 N. HWY 350. SUtTE 106-A GRAND PRAIRIE. TEXAS 75050 PROJECT: ARAPAHO ROAD-PHASE II CONTRACT AMOUNT: $2.199.339.00 (Marsh Lane to Surveyor Boulvard) CHANGE
ORDERS I> ..,... CALCULATION CHECK: Number of Working Days: 200 W.O. DATE: 4-01·2001 APPROVED CONTRACT TOTALS VALUE EARNED THIS PERIOD _____ TOTAL AMOUNT OF WORK PERFORMED $2.250,974.00
RETAINED THIS PERIOD TOTAL AMOUNT RETAINE Prepared and SubmiUed by: TOTAL DUE THIS PERIOD AMOUNT PAYA6LE ON CONTRACT $2,250,974.00 􀀶􀁹􀀺􀁾􀁴 • .., ...􀁾􀀠 Cerl 􀁾􀁣􀁬􀁍􀀻􀀻􀀻􀀻􀁡􀁧􀁥􀀷􀀠
.,... PERCENT COMPLETE 102.35% LESS PREVIOUS PAYMENTS $2,205.954.52 By: 􀁾􀀠􀁾􀀬􀀠{12..143 BALANCE DUE THIS STATEMENT $45,019.48 Town of Addison: Mr. Steve Chutchian, P.E. By: Town of
Addison: Mr. David Wilde, inspector The above CONTRACTOR certifies that fn accordance with with the General CondJlions of Agreement, and any other Appropriate conditions set forth In
the Contract Documents. a request ror an extension of time___ HAS _x_ HAS NOT been submilled during the pel10d of Urne for which this application for payment applies. 
-------ESTIMATE #01 PERIOD _8-01-2001 TO 3-30-2001_ PROJECT#: VENDOR#: CONTRACT#: INVOICE#: T-0202 OWNER: TOWN OF ADDISON ADDRRESS: 16801 WESTGROVE DRIVE, ADDISON, TX 75001 CONTRACTOR:
TEXAS·STERLING CONSTRUCTION, INC. PROJECT: ARAPAHO ROAD-PHASE II (Marsh Lane 10 Surveyor Boulvard) Number of WOrking Days: 200 .... a-.. ADDRESS: 2100 N, HWY 360, SUITE 100-A GRAND PRAIRIE,
TEXAS 75050 CONTRACT AMOUNT: CHANGE ORDERS # CALCULATION CHECK: $102,000_00 $102,000,00 -W=,=O-,' D_A_T C _E_ :, 4-0.1.-.2.0.01 ----------------c-ITEM DESCRIPTION OF UNIT APPROVED ,
QUANTrrY'QUANlny QUANTI1Y UNIT VALUE OF CONTRACT NO, WORK OF CONTRACT COMPLETED COMPLETE COMPLETED PRICE COMPLETED TOTALS MEASURE QUANTITIES PREVIOUS THI$MONYH TOOATE WORK COMPLETION
BONUS DAYS 34,0 34_00 34.00 $3,000_00 $102,000.00 􀀭$􀀭1􀀭0􀀭2􀀭,0􀀭0􀀭0.􀁾0􀀽0 . ----_.VALUE EARNED THIS PERIOD $102,000.00 TOTAL AMOUNT OF WORK PERFORMED $102,000.00 RETAINED THIS
PERIOD, TOTAL AMOUNT RETAINE Prepared and Submitted by: ...T.O.TAL DUE THIS PERIOD $102,000,00 AMOUNT PAYABLE ON CONTRACT $102,000.00 􀁂􀁙􀀺􀁾􀁉􀀠􀁾􀀠 PERCENT COMPLETE 100,00% LESS PREVIOUS
PAYMENTS BALANCE DUE THIS STATEMENT $102.000.00 Csar;a:roJidb'?nage By: 􀀧􀁁􀁾􀁁􀀠i /Zfjc;(J. Town of Addison: Mr. Steve UlU[cman, /"'.t::. By: Town of Addison: Mr. David Wilde. Inspector

5f)JO lI(,l'lal/o Ihrkul/T I : I􀁾 i iI =JARCHITECTS ENGINEERS PLANNERS SlIil<:.!OO October 7. 2002 75fi93 {972/ooJ-S(j.l6 J:4.."I: (972J 661-561-J Mr. Steve Z. Chutchian. P.E. Town
of Addison 16801 Westgrove Drive P.O. Box 9010 Addison, Texas 75001-9010 ARAPAHO ROAD -PHASE II CONSTRUCTION Dear Mr. Chutchian: Attached 10 this correspondence is a Change order request
from Texas-Sterling Construction, Inc. This request first carne to our attention in a letter dated July 26, 2002. At that time we reviewed their request and did not agree with some of
the quantity changes they had listed. I spoke with Carl Wall of TexasSterling and told him about our findings. I faxed him our calculations and he responded with a phone call saying
he agreed with our numbers. He said he would change his numbers and resubmit them. He revised his numbers to match ours and resubmitted on September 12, 2002. His numbers are attached
to this correspondence. We are not able to verify all of the quantity changes, due to most of them being field changes. We recommend that you verify these quantities with your field
inspector, Dave Wilde. We have compared the unit prices against the original bid price. With the exception of the "12" PVC Water Line" all items are shown with the correct unit price.
Texas-Sterling includes a note concerning the increase in the unit price for the "12" PVC Water Line". In the original bid, this was item #224 with a unit price of $33.00. They are showing
a new unit price of $100.00 in order to "compensate Texas-Sterling for night work...to avoid day time water service interruptions". In note #1 on Sheet W-2 of the plans, it states the
contractor shall coordinate with the Town on temporary shutdown of existing 12" water to make dry connection paving station 18+50. Since we were not involved with the on-site decisions,
we are not sure if this increase in cost is justifiable. The request for additional days on page four of the change order probably 􀁾􀁯􀀠longer applies. This was in the original change
order and I believe you have had discussions with Texas-Sterling since that time concerning 􀁴􀁨􀁥􀁾􀁭􀁥􀀠issue. If you need us to assist you in any way with this change order please
do not hesitate to call Us. Very truly yours, HNTB CORPORATION 􀁾􀁊􀁬􀀯􀀻􀁊􀁊􀀨􀀻􀁬 􀁴􀁦􀀨􀁾􀀮 Holder, 􀁬􀁾􀀮􀁅􀀮􀀠 Director of Capital Projects JDHlrmh Enclosure 25768 Thl' Jlh''fJj
ComplIlllVS O}HCe.' 􀀮􀁜􀁌􀁾􀀢􀀭􀂷􀁜􀁾􀁄􀁒􀁌􀀢􀀮􀀠n. 􀀢􀀧􀀧􀀧􀀧􀀧􀀧􀀧􀀧􀁉􀀧􀁮􀁌􀁬􀁾􀀬􀀠 ,\)U, ,LL-I.:-'C\. (;\. 􀁜􀀻􀀧􀀼􀁾􀁉􀀢􀀬􀀠T" 11\;", 􀀧􀁻􀁬􀁬􀁃􀁇􀁾􀀮􀀠 L'\, BO'TI)--:. ;',t. 􀁃􀁬􀁌􀁜􀁉􀁴􀁕􀀬􀁾
􀁮􀀻􀁶􀀮􀀠􀁾􀁃􀀮􀀠 Ctl,;i(\.EQn:.. \H. (;I'IC'\(.O, 11. 􀀨􀀧􀀮􀁬􀁦􀁙􀁾􀁾􀁜􀀢􀁄􀀬􀀠un. UJU''\I:H 􀁾􀀮􀀠 Oil, 􀁄􀀮􀁾􀁉􀁉􀁾􀀢􀀠 TX, on\ tH, co, 􀁄􀁲􀀺􀁮􀀨􀀩􀁊􀁾􀀮􀀠!!.If. fl 􀁋􀁌􀀧􀁾􀀬􀀠
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,; \LUGH. x .... 􀁾􀁉􀀠 H1Ch. \!<) '.\l:" I.\M. ell ',". (.J. ,\C; A'"T(l,;n. TX. :'.\" bUl\•.\l\PI"'O. CA \.\'.: rl!Y"G"co. C\ 􀁾􀀮􀁜􀀻􀀢􀁽􀁊􀀮􀁩􀁌􀀠 L\, ;-L\Tflf. W\, 7\\11'\. Fl.
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09/12/2002 07:27 9725062713 TEXAS STERLING CONST PAGE 01 TEXAS Sff:RLIN(j CONSTRllCTION" INC. 2100N. f/wy. 360Su£tl9106A-B 􀀨􀁪􀁲􀁾􀁐􀁾 TX 75050 PH&AIC#: (972) 606-2733 ;;4X #.-(972)
606-2713 VA1"'E: Cf /l "2.. /2002 􀀭􀀭􀀭􀀭􀁾􀁾􀁾􀁾􀁾􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭 􀁔􀁾􀀣􀁯􀀯􀀠 CcJMPANY: 􀁾􀁾􀁜􀀭􀀭􀁯􀀠 􀁰􀁾􀀮􀀧􀀠 NAMe: ffi<"" 􀁾􀁾􀁜􀀢􀀻􀀮􀀢􀀠 􀁜􀁜􀁯􀁜􀀶􀁾􀀼􀀢􀀧􀀮􀀯􀀧􀀿􀀱􀀮􀀻􀀺􀀮􀀠
. 􀁉􀁾􀀠 􀁃􀁑􀁙􀁥􀁲􀁰􀁾􀀠 TAX #: Cf7'Z.· GoG. \ 􀁾􀀠SG. 1:4 Tl't#-FAX ir!Y01'J1/: Carl-Wall 􀁐􀁲􀁴􀀺􀀿􀁊􀁥􀁡􀀭􀁍􀁾􀀯􀁅􀁾􀁯􀁲􀀠 flffSSA(jE 􀁃􀁮􀁡􀁲􀁯􀁥􀀮􀁾􀀠Ocd.a£ (3215)/""";') i " 
09/12/2002 07:27 9726062713 TEXAS STERLING CONST PAGE 02 TEXAS-STERLING CONSTRUCTION, INC. July 26, 2002 Revised Sept. 12,2002 HNTB 5910 W. Plano Parkway, Suite 200 Plano, Texas 75093
Attn.: Mr. Jerry D. Holder, Jr., P.E. Ref.: Arapaho Road-Phase n Town ofAddison, Texas Dear Mr. Holder: As you know there have been several field changes with regard to our work on the
above referenced project. The intent ofthis letter is to bring furward all changes and charges as follows: 1.) Rock Undercut at Paving Station 22+00 to 26+00 @61' Width by 6" Depth.
Increase Bid Item #106 by 452/cy $3.00/pcy $ 1,356.00 (Unclassified Excavation) , 2.) Add 10' Curb Inlet with 18" lateral pipe @Paving Station 18+79 "' ... 􀁾 Increase Bid Item #204
by 1/each $3,000.00/each $ 3,000.00 (10' Curb Inlet) Increase Bid Item #207 by 941l.f. $ 60.00/p.l.f. $ 5,640.00 (18" CI mR.C.P.) 3.) The fullowing items are associated the additional
work required to relocate the existing 12" Water line along the proposed Retaining Wall from Paving Station 17+60 to 18+50 and mayor may not have an appropriate pay item as follows:
EXCAVATING' COMMERCIAL' RESIDENTIAL' SEWER' WATER 2100 N HWY 360 • SUITE 106·A· GRAA'ID PRAIRIE, TEXAS 75050 • (972) 606.2733 • FAX (971) 606-2713 
09/12/2002 07:27 9725062713 TEXAS STERLING CONST PAGE 03 TEXAS-STERLING CONSTRUCTION. INC. July 26, 2002 Revised Sept. 12, 2002 HNTB Page Two Add Item: 12" P.V.C. Water Line 90/l.f.
$ 100.00/p.l.f. $ 9,000.00 Increase Bid Item #233 by (Cut & Plug 12" Water) 2/ea $ 900.00/each $ 1,800.00 Increase Bid Item #234 by (Cut & Plug S" Water) Ilea $ 900.00/each $ 900.00
Increase Bid Item #238 by (12" Gate Valve) Ilea $ 2,200.00/each $ 2,200.00 Increase Bid Item #240 by (Fittings) .90/tons $ 2,OOO.00/ton $ 1,800.00 Increase Bid Item #241 by (Cone Blocking)
S/c.y. $ 50.00/pcy $ 400.00 Increase Bid Item #239 by (Connect to Exist Water) 4/ea $ 1,800.00/ea $ 7,200.00 Increase Bid Item #222 6"P.V,C. WaterLine Add Itl!fn: Testing 12" Water 11/1.f.
111.5, $ $ 72.00/p.l.f., " soo.oon.s. $ 792.00 $ 500.00 Add Item: 12"x 6" Tapp, Sleeve And Valve Ilea $ 3,000.00/ea $ 3,000.00 Add Item: Temp. Water Repair l/l.s. $1,685.00 $ 1,685.00
The cost associated with the new bid item fur 12" PVC water main compensates Texas Sterling Construction fol' night work that was required to make connections to existing mains and avoid
day time water service interruptions to the property oWMrs. EXCAVATINO • COMMERCIAL· RESIDENTIAL' SEWER' WATER 2100 N. HWY 360' SUITE l06-A' GRAND PRAlRIB. TBXAS 75050· (972) 606·2733
• FAX (972) 606-2713 
09/12/2002 07:27 9726062713 TEXAS STERLING CONST PAGE 04 TEXAS-STERLING CONSTRUCTION, INC. July 26, 2002 Revised Sept. 12,2002 HN'l':B Page Three Furthermore, the following items ofwork
are adjusted and/or 􀁡􀁤􀁾􀁤 with regard to the design cbaoge avoiding a conflict with the existing 12" water main and the proposed drill shafts along Marsh Lane as follows: Add Item:
Re-Mobilize Drill Rig, Prefubricate Drill 1II.s. $3,200.00/1.8. $ 3,200.00 Shaft Steel & Labor Decrease Item #142 by lIO/v.f. $ 64.00/v.£ ($ 7,040.00) (Drill Shafts) Decrease Itero#1l5
by 125/5.y. $ 32.00/p.s.y ($ 4,000.00) (SideWalk) Decrease Item #415 by 166/s.f.$ $ ll.OO/p.s.f. ($ 1,826.00) (Brick Veneer) TOTAL ADD = $42,473.00 , .. TOTAL DEDUCT = .. $12,866.00
'1 NET CHANGE = $29,607.00 EXCAVATING' COMMERCIAL' RESIDENTIAL' SEWER' WATER 2100 N. HWY 360 • SUITE l06·A· GRAND PRAIRIE, TEXAS 75050' (972) 606-2733 • FAX (972) 606-2713 
69/12/2662 07:27 9726062713 TEXAS STERLING CONST PAGE 85 TEXAS-STERLING CONSTRUCTION. INC. July 26, 2002 Revised Sept. 12, 2002 HNIB Page Four Therefore, based on the aforementioned,
we feel justified in requesting additional time as follows and coru::ede that the contract documents does not allow fur additional time: 12" Water Main 8/days RCP&Inlet 2/days Rock Undercut
2/days RetalnWall 21days Total =14/days Should yoU have any questions or require any further information, please fuel :free to call. Sincerely, Texas Sterling Construction, LP 􀁾􀁷􀁾􀀠
CarID. Wall Project Manager •, EXCAVMlNG' COMMERCIAL' RESIDENTIAL· SEWER' WATER 2100 N. HWY 360 • SUITE 106-A' GRAND PRAIRIE. TEXAS 75050. (972) 606-2733 • FAX (972) 606-2713 
DATE SUBMITTED: January 17, 2003 FOR COUNCIL MEETING: January 28, 2003 Council Agenda Item: SUMMARY: This item is for fmal payment and acceptance of improvements performed by TexasSterling
Construction, Inc., for the construction of Arapaho Road, Phase n, from Marsh Lane to Surveyor Blvd. FINANCIAL IMPACT: Budgeted Amount: $4,005,000.00 ConstructionlIncentive Cost: $2,352,974.00
Source ofFunds: Funds are available from the FY 2000 General Obligation Bond Program, Project No. 83300. BACKGROUND: The second phase ofthe Arapaho Road extension project extends from
Marsh Lane to Surveyor Boulevard. Construction ofthese improvements provides for the next section ofa planned east-west minor arterial roadway that will ultimately be constructed between
Marsh Lane and Addison Road. The Arapaho Road extension is intended to relieve traffic congestion on Belt Line Road. A contract for Phase n was awarded to T exasSterling Construction,
Inc. for construction of this project. The original contract price for these improvements was $2,172,602.00. The final construction cost ofthis project was $2,250,974.00, which represents
a $78,372.00 increase from the original contract amount. This increase was the result ofrelocating a portion ofan existing shallow depth water main, an additional storm drainage inlet
and associated concrete clflvert pipe to address drainage conditions discovered during construction, and excavaticltt and removal of 􀁵􀁮􀁡􀁮􀁴􀁩􀁣􀁩􀁰􀁡􀁾􀀠shallow rock subgrade under
the proposed roadway . • In addition, this project included an incentive/disincentive provision, whereby, the contractor would be awarded $3,000.00 per day for early completion ofthe
project, to a maximum award of$300,000.00. The Town acknowledged the successful completion of the construction improvements 34 calendar days prior to the established 200 day period set
forth in the contract. Consequently, the total value ofthis project is increased by $102,000.00 (34 days x $3,000/day) to $2,352,974.00, which reflects the addition ofthe incentive payment
to the final construction cost. The final payment recommendation to Council was delayed until scheduled street light operation and metering efforts were completed by Oncor and coordinated
with the contractor. 
The contractor has submitted his Affidavit ofBills Paid, Consent of Surety Company to Final Payment, and One-Year Maintenance Bond. RECOMMENDATION: Staff recommends that Council authorize
final payment of$147,019.48, which includes an incentive payment, to Texas-Sterling Construction, Inc., and accept construction ofthe Arapaho Road, Phase II, from Marsh Lane to Surveyor
Blvd, Project. .,. 
ESTIMATE #06 & FINAL PERIOD:NIA OWNER: TOWN OF AIlDISON CONTRACTOR: TEXAS-STERLING CONSmUCTlON,INC. PROJECT: ARAPAHO ROAD-PHASE II (M.l1ih Lane 10 SUMlyQr Boulvard) CONTRACTOR'S ESTIMATE
OF PARTIAL PAYMENT ADDRRESS: 16601 WESTGROVE DRIVE. ADDISON. TX 75001 ADDRESS: 2100 N. HWY 360. SUITE 106-A GRAND PRAIRIE. TEXAS 75050 DESCRIPTION OF WORK & DIS£,_OLEXlS!_CONC !,AVEIr;£l,.CUR_B___
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---ESTIMATE #(IS & FINAL PERIOD: NlA OWNER: TOWN OF ADDISON CONTRACTOR: TEXAS.sTERLING CONSTRUCTION,INC. PROJECT: ARAPAHO ROAD-PHASE II (Marsh lane to Surveyor Boulvard) Number of Working
Days: 200 W.O. DATE: 4-01-2001 ITEM[----.... . -DESCRIPTIONOi--'--NO. WORK ---._--. 133, 􀁖􀀡􀁈􀁉􀁔􀁅􀁾􀁅􀁒􀁍􀁾􀁾􀁉􀀮􀁣􀁊􀀱􀁅􀁆􀁌􀀮􀁐􀁁􀁖􀁅􀁍􀁁􀁒􀁋􀁉􀁎􀁇􀁓􀀢􀁓􀁔􀁏􀁐􀀢􀀠. 􀁗􀁈􀁾􀁔􀁈􀁅􀁒􀁍􀁏􀁐􀁌􀁁􀁓􀁔
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TX 75001 CONTRACTOR: TEXAS-5TERLING CONSTRUCTION. INC. ADDRESS: 2100 N. HWY 380, SUITE 106·A GRAND PRAIRIE. TEXAS 75050 PROJECT: ARAPAHO ROAD·PHASE !l CONTRACT AMOUNT: 82.199.339.00
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EA __•.____ 6.00 6.00 6.00 $400.00 $2,400.00_!2,40.0,00 230 •R EM E-X--I-S-T-F-I-R..E. .H..Y..D..R..A NT -._ _.. _-_ .._fA---.._ .._...... ----4.00 4.00 ..-.. _-4-.00_ .._--$9-00+.00
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CONO BLOCKING C'f 4.00 13.00 13.0il, .. $50.00 $650.00 $200.00 242 CONNECT EXIST'WrR SEAY .---...----..--'1 EA 1.00 --2.00 2.00 $1,600.00 $3.200.00 -..---$1,000:00 ......-..._------..
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.00 .-$-1.0i0----.--$.1.,4.1.6..-00 --..-.$..1.,4 -1-6...0.0. 245 FURN & INSTALL 2" IRRGA SYS SruBOUTW.l'2" VALVE & METER 􀁾􀁟􀀠 .._ 2.00 ___ 2.00 _... 2.00 .. _.$2,000.00 $4,000,00
$4,000.00 -SIGNALI2ATION & LIGHTING IMPRVlS---t I 0.00 301. 􀁔􀁒􀁁􀁆􀁆􀁓􀁉􀁇􀁎􀁾􀁌􀁓􀁾􀁒􀀡􀁬􀁐􀁁􀁈􀁏􀁒􀁄􀁏􀁍􀁁􀁾􀁾􀁩􀁎.. 􀁟􀁾􀀭 LS. 􀁉􀀧􀁾􀀭􀂷􀁾􀀭􀁾􀀢􀀠 1.00·-...􀁬􀀮􀀰􀀰􀀭􀀭􀀭􀀭􀂷􀂷􀀭􀀺􀀺􀀭􀀽􀁾􀀠
1.00 􀀤􀀱􀀴􀀺􀀬􀁏􀁏􀁏􀁾􀁄􀀠_ ...... __􀀤􀀱􀀴􀀵􀀮􀀰􀀰􀀰􀀮􀀰􀁾􀀠____ · ....􀀤􀀱􀁾􀀱􀁉􀀰􀀰􀀮􀀰􀀰􀀠 1302 􀁔􀁒􀁁􀁆􀁦􀀮􀁓􀁉􀁇􀁎􀁁􀁌􀁓􀁁􀁒􀁁􀁐􀁁􀁈􀁏􀁾􀁄􀁀􀁓􀁕􀁒􀁖􀁅􀁙􀁏􀁒􀁂􀀧􀀺􀁖􀁄􀀠 _______
.. _ LS i______ -':QO.... 􀁉􀀮􀁾 _... 1.00 $140.000.00 $140.000.00 ._____.$140,000.001 ·303 CONDUIT 2" SCH 40 PVC LF, 4790.00 4845.00 4845.00 $7.00 $33,915.00 $33,530.001' I304 iCA8LEliisutATED
#4 AWa .... -􀀮􀀭􀀺􀀭􀀺􀀺􀁾􀀠.....L.....lf_.::J-:-:=.::-􀁾􀀽􀀭􀀧􀁩􀀹􀀮􀀱􀁬􀀺􀁾􀀠 •. ...1 90.00-------.. 190.00 $1.00 ..•$190,0..0 􀀽􀁾􀀭􀀭􀀮􀀮􀀠 .._,$19Ii:'oil
CONTRACTOR'S ESTIMATE OF PARTIAL PAYMENT PROJECT#: T-0202 ESTIMATE #08 & FINALVENDOR#: CONTRACT#: PERIOD:NlA INVOICE#: OWNER: TOWN OF ADDISON ADDRRESS: 16801 WESTGROVE DRIVE, ADDISON, TX 75001 CONTRACTOR: TEXAS-5TERLING CONSTRUCTION,INC. ADDRESS: 2100 N. HWY 360,
SUITE 106-A GRAND PRAIRIE, TEAAS 75050 PROJECT: ARAPAHO ROAD·PHASE II CONTRACT AMOUNT: $2,199,339.00 (Marsh Lane 10 Surveyor 80ulvard) CHANGE ORDERS # CALCULATION CHECK: gl9.9,339:00
Number of WOrking Days: 200 W.O. DATE: 4.()1·2001 􀁉􀁉􀁾􀁍􀀧􀀢􀀠 -. 􀁄􀁅􀁓􀁃􀀺􀀺􀁾􀁎􀀭􀁏􀁆􀀭􀀭􀀭􀀭 􀀭􀀭􀀭􀁵􀁾􀁾􀀧􀁲􀀭􀁾􀀺􀀽􀁾􀁾􀀭􀀺􀁾􀁾􀁾􀁾􀁾􀁾􀀺􀀠􀀺􀁾􀁾􀀺􀁾􀀠􀀺􀀻􀀻􀀧􀁾􀀻􀀻􀀺􀁄􀀧􀀭􀁐􀁾􀁾􀁾􀁅􀀠
-. 􀂷􀂷􀂷􀂷􀁃􀁾􀁾􀁾􀁌􀁾􀁾􀁾􀀺􀀭􀀭􀂷􀁃􀁾􀁾􀁾􀁾􀀻􀁔􀀠 1305 _ • 􀀧􀁟􀀺􀀺􀁕􀁾􀀭􀁦􀀭􀁟􀀠􀁑􀁉􀁊􀁾􀁎􀁔􀀱􀀡􀀱􀀺􀁾􀁾􀁏􀀠 􀁰􀁾􀁾􀁾􀁾􀀭 _THIS MONTI< -I 􀀭􀀺􀂷􀁩􀁩􀁬􀁾􀀻􀀮􀀠􀁾􀀠.._. 􀀤􀀰􀀺􀀵􀀰􀀮􀀮􀀡􀀡􀀧􀀲􀁾􀁾􀁾�
�􀀲􀁏􀀧􀁏􀁏􀀠---􀀭􀀭􀀭􀀤􀁾􀀶􀀲􀀰􀀮􀀰􀀰 cABLE INS,llLA.TED #11A.¥;G--------.------1306 BARE GRND #4 AWG _ _ LF 95.00 9S.00 95.00 $1.00, 59S.00 595.00 1307 BAREGRND#8AWG LF 1620.00 1620.00
1620.00 $o.sO: 5810.00 $810.00 308 'FOUNDATION 40' STREET LIGHT POLE IiA 19.00 19.00 19.00 $650.00 $12,300.00 -----$12,350.00 . --.-. --.-....--.-.---.-------. ..-----. -'"--..-----1-----....--.'"
.-----. 􀀭􀁾􀀭 309 􀁆􀁏􀁾􀁴􀀡􀀮􀁯􀀮􀁾􀀡􀁱􀁎􀀠􀁐􀁅􀀡􀀬􀁅􀁓􀁟􀁔􀁒􀁉􀁾􀁬􀁉􀁇􀁈􀁔􀀠POLE... ___ ...􀁾􀀮􀁟􀁟􀁟􀁟􀁟􀁟􀀠 1iA ..____... 20.00 ___20.00 ___ 20.00 _ _ 52'SOO:(ll) i _ _. __ 􀀤􀀵􀁟􀀰􀀮􀁾􀁣􀁏􀁏􀀠
550,000.00 310__ 􀁇􀁟􀁾􀁾􀁄􀁟􀁾􀁏􀁕􀁎􀁔􀁅􀁄􀁐􀁕􀁌􀁕􀁬􀁏􀁘􀁔􀁙􀁐􀁅􀁁􀀠 IiA _____________ 17:0°1-__ 17.00 ________________ .....!7:00__ 􀁟􀁟􀀮􀀮􀀡􀀶􀀰􀀰􀂷􀀰􀀰􀁲􀀭􀀭􀁾􀁟􀀡􀀱􀀰􀀮􀀲􀀰􀀰􀀮􀁏􀁑􀀠
$10,200'00 !3:1:1 PEDESTRIAN 􀁬􀁉􀁇􀁈􀁔􀁉􀁎􀁇􀁟􀁾􀁌􀀡􀀺􀁁􀀮􀀮􀀧􀀡􀁉􀁾􀀮􀁅􀁔􀁟􀁟􀁟􀁟􀁟􀀠.. _, ..____ • __􀁾􀀠 I. 􀀮􀁾􀀨􀀩􀁌􀀠-3.00 . __ .___ 3_00 _______􀁾􀀬􀀲􀀨􀁝􀀨􀀩􀀺􀀰􀁟􀁾􀀠__. _____􀀡􀀲􀀬􀁟􀀶􀀨􀁬
􀁬􀀩􀀡􀀰􀁾􀀮􀀮􀀠 $9,600.00 1312 􀁃􀁏􀁾􀁟􀁄􀁕􀁟􀁉􀁔􀁟􀀲􀀧􀀡􀀾􀁃􀁾􀁟􀁾􀁟􀁰􀁙􀀨􀀻 􀁾􀁾􀁆 SIG_N_Al____ ____ 􀁾􀁟􀁟􀁟􀁟􀁟􀀠 LF 1___􀁾􀁟􀀠 2275.00 227.5'_00.. _ _ _______22.7_S.(]() _____􀀤􀀶􀀮􀀰􀁾􀀠___
___ 􀀤􀀮􀀱􀀳􀀱􀀮􀁓􀀮􀁓􀁰􀀺􀁾􀁾􀀠____ ____ _____􀁮􀁾􀀬􀀶􀁓􀀰􀀬􀁏􀁏􀀠 313 GRND MOUNTED PUlUlOX TYPE ATRAFF SIGNAL IiA 16_00 16.00 16.00 5650.00 $10,400.00 $10,400.00 314 BORE 4;--cONDurr'FOR-TRAFficSIl
INALcABUis . ,-: ___ _120.00, 120.00 120.00----. --S16.00 -n;920:00 $1,920.00 -sTREETSCAPE IMPRVTS-0.00 1401 LIVEOAKo"CAl_ ... --EA-----· 􀀵􀀶􀀮􀀰􀀰􀁾􀀭􀀵􀁡􀀺􀁏􀁏􀀠 .. 􀂷􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀁳􀀶􀁾􀁩􀁩�
�􀀭􀀭􀀤􀂷􀀨􀀵􀀷􀀰􀀮􀀰􀀰􀀠 $S7,920.oq $87,920.00: 1402.. 􀁆􀁏􀁓􀁔􀁅􀁒􀁟􀁈􀀨􀀩􀁬􀁟􀁬􀁲􀁾􀀹􀀮􀁾􀁾􀁉􀀺􀀮􀁾􀁾􀁅􀁃􀁉􀁍􀁍􀀡__________• __.__________ IiA _____ 28:09 26.00 _________ 28.00 _
􀀤􀀳􀀡􀁉􀁄􀁾􀁯􀀮􀁟􀀠 ___... 􀀤􀀸􀀬􀀴􀀡􀁬􀁏􀀺􀀮􀁾􀀠__ _ $8'400.00 403 􀁃􀁒􀁁􀁐􀁅􀀮􀁍􀁙􀁒􀁔􀁬􀁅􀀳􀀰􀁇􀀮􀀡􀁉􀁾􀀮􀀠_ '"__ . _.., ____..________.•. _ IiA .. __􀁾__ I8.00,.. ___􀁉􀁉􀁬􀀺􀀮􀁾􀀠..
_____ 􀁟􀁾􀀭􀀭􀀭􀀤􀁾􀀠 $4,EiSQ.oo $4,680.00 ,404 1 􀁄􀁟􀁗􀁾􀁒􀁆􀁟􀁂􀁕􀁒􀁆􀁏􀁒􀁄􀁈􀁏􀁬􀀡􀀺􀀧􀀡􀀵􀁇􀁁􀁬􀀠.__ _______ IiA _____ 80.001 __8()'00__ 80.00 $20.00 $1,500.00 $1,600.00 4.05 .
􀁆􀁒􀁉􀁾􀁾􀀮􀁆􀀧􀀺􀁉􀁬􀀮􀁗􀁅􀁾􀀠5 GA.L_ ____._.. _______._____􀁾􀁟􀁟􀁟􀁟􀀠 IiA . _____.sS-00 __.!5.:0!..___ 􀁾􀁟􀁟􀁟􀁟􀁟􀁟􀁟􀁟􀁟􀁟􀀠 65.00 62S_00 $1,625.00 $1,625.001 406 􀁁􀁓􀁉􀁾􀁎􀁊􀁾􀁦􀁬􀀡􀁉􀁾􀁅􀀴
􀁾􀀮􀁐􀁑􀁔􀁓􀀠 _________. _____ .... _____ IiA 5115.00 5115.00 5115.00 􀀤􀁾􀁾􀁉􀀭􀀭􀀭􀀭􀀮􀀭􀀤􀀵􀀬􀀱􀀮􀀱􀀵􀀮􀁾􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭 55,1_15_,0_0 ,407__REM§<DlSfTREES EA _____44.00 􀁟􀀴􀁾􀀠
_ 47.00 $300.00 $14,100.00 $13.200.00 408 TREE PROTECTION EA 57.00c--S7.00 57.00 $75.00 $4,275.00 $4,275.001 409_..5O.UD 􀁓􀁏􀁾􀀮􀁟􀀮􀁟􀀠 SF 65150.00 651S0.00 65150.00 $0.30 $19,545.00
$19,S4S-00 4:1.0 STEElEDGIN(;____ ______ 􀁌􀁆􀁟􀀮􀁊􀁾􀁾􀁟􀁾􀀠__􀀬􀁾􀀭􀁲􀀭􀀭􀁾􀁾􀀺􀁉􀁬􀀺􀁉􀁬􀀠 62.00 .....􀀤􀀮􀀱􀀵􀁾􀀰􀀮􀀰􀁾􀀰􀀠___ ._.__USO.0E, 411__BE!) PR.EP ___􀁾􀁟􀁟􀁟􀁟􀁟􀁟􀁟􀁟􀁟􀁟􀀠
SF ___._.4_S50_,O_O 􀁾􀀵􀁾􀀮􀀬􀀡􀁯􀀠 ____... _􀁾􀀮􀀵􀁓􀁾􀀰􀀰____􀀮􀀡􀁬􀁬􀁾􀀰􀁲􀀭􀁟􀀧􀁟!2,730:oo . ____ _ 􀁾􀀻􀁾􀀳􀀰􀀬􀀨􀀩􀁬􀀩􀀧􀀠 ,412 􀁉􀁒􀁒􀁉􀁾􀀮􀁾􀁟􀁔􀁉􀀮􀀡􀁟􀁒􀀬􀁴􀁬􀁋􀁅􀁙􀁟􀁟􀁟􀁟􀁟􀁟􀁟􀁟􀁟􀁟􀁟􀁟
􀁟􀁟􀁟􀁟􀁟􀀠 _"' __. SF •__􀁾􀀱􀀵􀁏􀁏􀀭􀀰􀀰􀀠,__.!'UOOJlll___________ 61501l.fL.,___$_O.15 $46,125'00 _. 􀀤􀀴􀀶􀀬􀀱􀀲􀁓􀀺􀁾􀁩􀀠 􀀺􀁾􀀡􀀠 􀁾􀁔􀁅􀁒􀀺􀀻􀁾􀁾􀁩􀀺􀁓􀁾􀁙􀀮􀁅􀀮􀁒􀀭􀁌􀀠􀀭􀀽􀁾􀁟􀀭􀀮􀀮􀀺􀀺􀀮􀀭
􀀺􀁾􀀽􀀭 .. 􀁾􀀺􀀭 . 􀀮􀁾􀁾􀀺􀁾􀀮􀀮􀀠􀁾􀀺􀀺􀁾􀁟􀀠 ... ... -. -::::-I,' 􀁽􀁩􀁾􀁻􀁲􀁩􀀠 .-􀁾􀁾􀁾􀀺􀀮􀀮􀀠 􀁾􀁾􀀺􀀺􀀺􀀠 􀁾 BRICK VENEER 'I SF r---' 2600.00 "-2672.00 ' 2672.00 m.oo $29.392.00
-------$28,600.00 416 CASTi;-i()Ne CAP--..---------...---.--LF 655_0 652:00 􀁾􀁏 "'"' $25.00 -------$16,550.00 􀁾􀀠 . .516,375.001417 HANORAii.ONIlE:rAINING WAll --... ,--LF .350.0 350.00
_. 350.00 $45.00 ----􀀤􀀱􀁓􀀮􀀷􀀵􀀰􀁾􀁏􀁏􀀠---.. '$15;15"0:00 I • -------TEMSAFFECTEDSVCHANGEORDERIIOI . ------------• c-----.--------'" -----------E ---------____􀁾􀁟􀀮􀀮􀀠 􀁉􀀭􀀭􀀭􀁾􀀠
􀁟􀁾􀀮􀀭􀀻􀁬􀀭 "'I:-:. 􀁾􀀭􀁾􀀠.' 􀁾􀀮􀀠 -􀁾􀀭􀀭􀀮􀀭􀀭 .--􀁾􀁾􀀽􀀭􀀭---------
__ ESTIMATE #08 & FINAL PERIOD: N/A OWNER: TOWN OF ADDISON CONTRACTOR: TEXAS-STERLING CONSTRUCTION, INC. PROJECT: ARAPAHO ROAD·PHASE II (Marsh Lane to Surveyor Beuivard) Number of Working
Days: 200 W.O. OATE: 4-(11-2001 -------------,----;-;;--;;;:;ITEMr----------DESCRIPTION OF No.1 WORK ADDED HEMS PER CHANGE ORDER #U1 12" PVCWATeifCiNe--2 HEST 12" WATER LINE 􀀭􀁻􀁾􀁾􀁴􀁩􀁾􀁾􀁾􀁩􀁩􀁾�
�􀁾􀁾􀁾􀀺􀁾􀁾􀀦􀁾􀁂􀁏􀁾􀀽􀁾􀁾􀀭􀀭􀀭 􀁃􀁈􀁁􀁎􀁟􀁇􀁾􀀬􀀹􀀮􀁒􀁄􀁅􀀮􀁒􀀬􀀣􀀹􀀲__________ __ ,SLOPE PAIII.N,G@,'I'INLETS 2 GUARD, RAIL @TXU DRIVE_ 3 CABLE & POST FENCE 4 ,ELECTWORK @􀂧􀁾􀁒􀁖􀁅􀁙􀁏􀁦􀁬􀀠
" , ____ Prepared and Submitted by: By: 􀁾G..,;:, 􀁾___ , 􀁾􀁩􀀧􀁲􀁯􀁦􀁥􀁣􀁴 Manager "'By: Town of Addison: Mr. Steve Chutchlan, P.E. By: CONTRACTOR'S ESTIMATE OF PARTIAL PAYMENT ADDRRESS:
16801 WESTGROVE DRIVE. ADDISON. TX 75001 ADDRESS: 2100 N. HWY 3S0, SUITE 10a·A GRAND PRAIRIE, TEXAS 76050 APPROVEO----r-iiuANTITY QUANTITY QUANTITY UNIT VALUE OF OF UNIT 􀁃􀁑􀁾􀁾􀀻􀀺􀁟􀁉􀁃􀀭􀁾􀁾􀀺􀁾�
�􀀺􀁾 􀁟􀁾􀁾􀁾􀀺􀀺􀀠􀁾􀁾􀁾􀁾􀁅􀁄 􀁟􀀺􀀺􀁉􀁾􀁅__• ,,GO:-:;'D Mfi.A$URE I LF_ J 90.00 SQOO--r-----, __􀁾􀁾􀁏􀁏􀀠 LS 1.00 1.00 1.00 1.00 􀁾􀀢􀀠 1 1.00 1.00 1,00 1.00 1---,----,. SY 34.001
34.00 LF 60,00 60.00 LF 100.00 LS 􀀱􀂰􀁾􀁾􀁾􀀱􀀠 1.00 L VALUE EARNED THIS PERIOD RETAINED THIS PERIOD TOTAL DUE THIS PERIOD PERCENT COMPLETE 102.35% 1.00 1.00 1.00 1.00 34.00 60.00 100.00
1.00 L __ 􀀤􀀱􀀰􀀰􀀺􀁯􀁯􀁌􀁟􀁟􀁟􀁟􀁟􀁟􀀤􀁾􀀬􀁏􀁏􀁏􀀺􀀰􀀰􀀠. $500.00 $500.00 ___ 􀀤􀀳􀀬􀁏􀁉􀁬􀀡􀀧􀁣􀁾 __ __ $3,000,00 , $1,685,00 $1,685.00 􀁾􀀳􀀬􀀲􀀰􀀰􀀮􀀰􀀰􀀠 ___􀀤􀀳􀀮􀀺􀁾􀀰􀀺􀀰􀀰􀀠
555.00 $1,870,00 $35.00 $2,100.00 $16.00 $1,600.00 _$3,720:00" $3,12.0.00 TOTAL AMOUNT OF WORK PERFORMED TOTAL AMOUNT RETAINE AMOUNT PAYABLE ON CONTRACT LESS PREVIOUS PAYMENTS 􀁂􀁁􀁌􀁁􀁾􀁉􀀿􀁕􀁅
THIS STATEMENT Town of Addison: Mr. David Wilde, Inspector The above CONTRACTOR certifies that in accordance willl \he Goneral Conditions of Agreement and any other Appropriate condillons
set forth In Ille Contract Documenls, a request for an .xlenslon of Hme___HAS _x_ HAS NOT been $ubmilled during \he period 01 Hme lor which Illis appUcallon for payment applies. PROJECT#:
T-0202 VENDOR#: CONTRACT//.: INVOICE#: CONTRACT AMOUNT: $2,199,339.00 CHANGE ORDERS # CALCULAnON CHECK: ___.g199,3,39:00 CONTRACT TOTALS $9,000,00 $500.00 ____53!Il()O,OO $1,685.00 .,
"__􀁾􀁾􀁾􀁐􀀹􀀺􀀧􀁾􀁾􀁟􀀱􀀠 $1,870.00 $2,100.00 $1,600,00 U,720.00 $2,250,974.00 $2,250,974.02. , $2,205,954.52 _$45,019.48 
CONTRACTOR'S ESTIMATE INCENTIVE PAYMENT PROJECT#: T-0202 ESTIMATE #01 VENDOR#: CONTRACT#: PERIOD _8-Q1-2001_ TO _8·30·2001 INVOICE#: OWNER: TOWN OF ADDISON ADDRRESS: 16BOl WESTGROVE
DRIVE, ADDISON, TX 75001 CONTRACTOR: TEXAS-8TERLING CONSTRUCTION, INC. ADDRESS: 2100 N. HWY 360, SUITE 106·A GRAND PRAIRIE, TEXAS 75050 PROJECT: ARAPAHO ROAD-PHASE II CONTRACT AMOUNT:
$102,000.00 (Marsh Lane to Surveyor Soulvard) CHANGE ORDERS # CALCULATION CHECK: $102,000,00 Number or Working Day.: 200 W.O. DATE: 4-01-2001 ITEi·W--··---DESCRIPTION 0"----.--I UNIT
-npPROVED---QUANTITY QUANTITY rQUANTITY UNIT VALUE O.F r---CONTRACT NO, WORK OF CONTRACT COMPLETED COMPLETE IPOMPLETED PRICE COMPLETED TOTALS 􀁍􀁅􀁁􀁓􀁕􀁒􀁾􀀠 QUANTITIES PREVIOUS THJSMONTH
l..... 1oDATE WORK COMPLETION BONUS ..... r--OAYS+ -"34.0 ... 34,OO'r 34,00 .. -"$3,000.00 '--S'102,OOO,OOi $102,000,00 ----,..... -----􀀽􀀭􀁾􀁾􀀭􀀽􀀭􀀭􀀭􀀺􀀭􀀽􀀽􀀺􀁾􀁾􀁾􀁾􀀧􀀭 􀁾􀂷􀀭􀀬􀀭􀁾􀀽􀀭􀁩􀀭􀀮
􀀭􀀭􀀧􀀱􀁾􀀺􀀢􀁾􀀭􀁾􀁾􀀭􀀽----...F-'''=--=-'1==-"-,:.􀁲􀀧􀁊􀁾􀀧􀁾􀀺􀁾􀀠 l.-􀀭􀁾􀁴􀀭􀀭􀀭􀀭􀀭􀀭 --·...-------·----1-·--1-----,-·-1---·--1---1-----1....--,+--,---t 􀀭􀁾􀀭􀀭􀀭􀀭􀀭 -_.. --,-.
------_. ."------'--....􀀭􀁾􀀭.. VALUE EARNED THIS PERIOD ... 􀀤􀀱􀀰􀀲􀀬􀁏􀁏􀁏􀀬􀁏􀁾􀀠 TOTAL AMOUNT OF WORK PERFORMED $102,000.00 RETAINED THIS PERIOD TOTAL AMOUNT RETAINE ._--􀀮􀁾􀀭
􀀭􀀭􀀬􀁾􀁾􀀭􀁾􀀭􀀮􀀭 Prepared and SUbmitted by: TOTAL DUE THIS PERIOD $1 02,000,00 AMOUNT PAYABLE ON CONTRACT $102,000,00 􀁂􀁙􀀺􀁾􀁥􀁾􀁾􀀧􀀠 PERCENT COMPLETE ..1._00.0-0%LESS PREVIOUS
PAYMENTS By: SALAN.C,.Er · DUE THIS STATEMENT ____....!1 􀀰􀀲􀀬􀁾􀀮􀀰􀁾􀀺􀁑􀁏 Town of AOdison: Mr, Ste•• ChUlchian, P,E. By: ...--------:=::-:--:-Town of AOdison: Mr, David Wilde, Inspeclor

James E. Davis, P.E. Senior Engineer 􀁉􀁚􀀮􀁉􀁉􀁾􀀯􀁾􀀠1.1PI5 wi (....t..-􀁾􀁥􀀠 .j;Ij, (..i4.JC,P. I -flL 􀁊􀁾􀁓 !vi It, -ee 11"'" 􀁾􀀠 tv '" October 3 I, 2002 pAvl> ) )/""/''''.If!.e/􀁾􀀠IZ4-M'f
􀁾.. )2.e tiM'o//""i' 􀁾􀁗􀁁􀀮􀀭􀁾􀀠d-Town of Addison Mr. Steven z. Chutchian, P.E. 1ilDrf'1l?;I1 !fJ.t>.; /+f}fJ!)-¥ /Z-ta) .¥ City Engineer ..f-5.P-ec "T72tr"" p;f. 16801 Westgrove
Drive P.O. Box 9010 Addison, TX 75001-9010 Ref: Invoice and Agreement for Street Lighting on Arapaho Road -Phase II from Marsh Lane to Surveyor Boulevard Dear Mr. Chutchian, Attached
is the street lighting agreement form for the installation of street lights along Arapaho Road from Marsh Lane to Surveyor Boulevard. The installation included 19 standards. The standards
are 40 foot square steel with single rectangular luminaires of400 watt HPS type. Per our agreement, the Town of Addison installed the street light bases and conduit, and removed existing
street light bases and conduit. Oncor Electric installed transformers, risers, conductor, and the stsndards and performed a bore across Marsh in order to connect the lights with the
power source on the west side ofMarsh. Lane. This is reflected in the charges below. The lighting will fall under Schedule "A" for rates. , " Please return one o,:it he signed agreement
forms in the envelope provided. Charges noted in the agreement form are as follows: 19 -40' square steel standards at $2427.00 ea $46113.00 I -Bore Totaling 90' and Installation of conduit
$ 1853.00 Total Cbarges: $47966.00 A copy of the Oncor Electric construction job is attached. An invoice for $ 47,966.00 will be sent following the return of this agreement. Ifyou have
questions, please call. • 
􀁾􀀡􀀺􀀮􀁦􀀩􀁾􀀠 Project Manager, Metro Major Design 214-875-2380 office .,. 
AGREEMENT FOR STREET LIGHTING SERVICE SUPPLEMENT Town of ADDISON and ONCOR ELECTRIC DELIVERY COMPANY City requests and authorizes Company to provide street lighting activity as follows
below and on sketcb(s) Attached hereto and made pari hereof. Actions; Removal X Action -.Light Sour.. Rat.: 'J;i'Pole FLN L , I •,:tc.) Group L (See A I ! 400 HPS AI2 ,,"'-, NE' 􀀺􀀡􀀧􀀮􀁒􀀡􀀭􀀡􀁬􀁾�
�􀁾􀁈􀀠RD. 􀁯􀀬􀀬􀁾􀀷􀁾􀁾􀁾􀁾􀁾􀁾􀁅􀁌􀀠 3663560 A 1 400 HPS AI2 3663430 􀀡􀁾􀁄 􀁁􀁒􀁁􀁐􀀻􀀧􀁾􀁾􀁈 RD SQUARE STEEL IN IN A 1 : 400 HPS AI2 􀁒􀁅􀁩􀁾􀁯􀁶140IT AR 􀁾􀁾􀁾􀁾􀁈􀁾􀁾􀀺􀁾􀁦􀁷􀀮􀀠􀁁􀁎􀁾􀀠RD.,
! 3663473 SQUARE STEEL ARAPAHO RD. A 1 400 HPS Al2 􀁋􀁴􀀻􀁾􀁾􀁏􀁖􀀯􀀴􀀰􀁉􀁔􀀠 3663404 3E OF MARSH RD. 􀁁􀁎􀁾 RD., SQUARE STEEL ARAPAHO RD. A I 400 HPS Al2 􀁾􀁏􀁆 24OV/40IT : 3663369
RD., 2E MARSH RD. AND : SQUARE STEEL 􀁾􀁾􀁾􀁾􀁾􀁔􀁾􀁾􀀧􀀠 A 1 400 HPS Al2 : 􀁒􀁅􀁾􀁖􀀯􀀴􀀰􀁉􀁔􀀠 3663314 􀁾􀁾􀁾􀁾􀁈􀁾􀁾􀀺􀁈􀁒􀁯􀀮 ANJ RD.. SQUARE STEEL ARAPAHO RD. A 1 400 HPS Al2 􀁾􀀲􀀴􀀰􀁖􀀯􀀴􀁏􀁉�
�􀀠 3663308 4E OF MARSH RD. 􀁁􀁎􀁾 RD., SQUARE STEEL ARAPAHO RD. A J 400 HPS AI2 􀁕􀁁􀁾􀁾􀁾􀁅􀁌􀀠 3663208 ;'5tiru OF 􀁉􀁎􀁾􀁾􀀻􀀻􀀻􀁾􀁾􀁉􀁾􀁎􀀠 WITH ARAPAHO RD. A I 400 HPS AI2 􀀽􀁾􀁾􀁖􀁉􀀴􀁏􀁉􀁔􀀠
.""3663232 SOUTH SIDE : 􀀡􀀱􀀻􀁾􀀬􀀠 I E OF BUSINESS AVE. AND SQUARE STEEL ARAPAHO RD. .4 􀁩􀁾􀁾􀁾􀀱􀀡􀁉􀁎􀁅􀁓􀁓AVE. A 1 ; 40IJ HPS Al2 􀁾􀁾􀀮􀀬 􀀢􀀢􀁾􀀴􀀰􀁖􀁬􀀴􀀰􀁉􀁔 : 3663199 , SQUARE
STEEL ARAPAHO RD. A I 400 HPS Al2 24OVl4OfT 3663237 􀁾􀁾􀁾􀁾􀁾􀁾􀁾􀁅􀁳􀁳 A􀁖􀁅􀀮􀁬􀁾􀁧􀀧 SQUARE STEEL ARAPAHO RD. A 1 400 HPS AI2 􀀽􀁾􀀴􀀰􀁖􀀯􀀴􀀰􀁦􀁔􀀠 3663221 􀁾􀁾􀁾􀁩􀁾􀁾􀁾􀁾􀁾􀁅􀁓􀁓
A􀁖􀁅􀀮􀁬􀁾􀁧􀀧 SQUARE STEEL ARAPAHO RD. A 1 400 HPS Al2 M ... WS _<quv< 􀀻􀁾􀁾􀁾􀁯􀀬􀀠 3663044 􀁾􀁾􀁾􀁾􀁾􀁾 􀀺􀀺􀁾􀁾􀁾􀁾 ••v>' A 1 400 HPS Al2 􀀧􀁾􀀲􀀴􀁏􀁖􀁬􀀴􀁏􀁦􀁔􀀠 3663121 􀁾􀁾􀁾􀁾􀁾􀁾􀁾􀁾􀁅􀁒􀁃
􀁉􀁁􀁌 dR RD .• SQUARE STEEL AND ARAPAHO RD. , 
I A I 400 HPS Al2 RECTANGULAR 240V/40FT SQUARE STEEL 39651283663160 NORTH SIDE ARAPAHO RD., 2E OF COMMERCIAL DR. AND ARAPAHO RD. INTERSECTION A I 400 HPS Al2 RECTANGULAR 240V/40FT SQUARE
STEEL 39653403663(J47 SOUTH SIDE ARAPAHO RD., 3E OF COMMERCIAL DR. AND ARAPAHO RD. INTERSECTION A I 400 HPS Al2 RECTANGULAR 240V/40FT SQUARE STEEL 396541()3663119 NORTH SIDE ARAPAHO
RD., 4E OF COMMERCIAL DR AND ARAPAHO RD. INTERSECTION A I 400 HPS Al2 RECTANGULAR 240v/40FT SQUARE STEEL 39655693663153 NORTH SIDE ARAPAHO RD" 5E OF COMMERCIAL DR. AND ARAPAHO RD. INTERSECTION
A I 400 HPS Al2 RECTANGULAR 240V/40FT L 480V130FT GALVANIZED STEEL 39656193663010 SURVEYOR BLVD. AND ARAPAHO RD. INTERSECTION R I 250 HPS N2 21984694469 2 W OF INTERSECTION OF REALTY
RD. & BUSINESS AVE, R I 250 HPS N2 COBRA HEAD 480V/30FT GALVANIZED STEEL 21984697362 I W OF INTERSECTION OF REALTY & BUSINESS AVE, R I I 250 HPS Al2 COBRA HEAD 480V/30FT GALVANIZED STEEL
21994690356 SWCORNER OF INTERSECTION OF REALTY RD. & BUSINESS AVE. R I 250 HPS Al2 COBRA HEAD 480Vl30FT GALVANIZED STEEL 21994693249 I E OF INTERSECTION OF REALTY RD. & BUSINESS AVE.
R I 250 HPS Al2 COBRA HEAD 480V/30F1' GALVANIZED STEEL 21994696143 SWCORNEROF INTERSECTION OF REALTY RD. & COMMERCIAL AVE. , EXHIBIT A .. l. City".fr Developer agrees to pay Company
$__47,966 in consideration of company's agreeinent to install said street lights and understands that no construction work will begin until after Company has received full payment. 2.
Company agrees to install, own, operate and maintain said street lights in accoroance with its street lighting agreement with customer. However, jfcity or developer fails to pay, on
demand, the amount indicated above, this supplemental agreement is automatically terminated. 3. All parties agree that Company will retain for its own use and benefit the payment received
hereunder in consideration of its obligation to install said street lights and that Company at all times has title to, complete ownership and control of said street lights, 4, Company
is not liable for loss or injwy caused by delay or failure to install the electric facilities necessary to serve customer because of delay in receiving shipments of required material,
orders or fonnal requests of governmental agencies, acts of God Or the public enemy, inevitable accidents, fifes, explosions, strikes, riots, war, or any other causes reasonably beyond
control of Under these additional conditions (ifony) 
Company. If Company is prevented from installing such electric facilities by any of the above c.uses, Company .grees to return to City or Developer, without interest, the entire amount
of City or Developer's payment, thereby terminating this supplement and Company's obligation to provide the electric facilities described herein. 5. TIlls agreement is entered into subject
to the rerms of the Agreement for Street Lighting Service between City and Company dated June 17, 2002. ACCEPTED BY COMPANY 􀁲􀁾􀀠tf,)Ya. -ACCEPTED BY CITY ACCEPTED BY DEVELOPER (if
applicable) PIGNATIJRE Prfl:re(..T'I'1.1" JA/'S/c" SIGNATURE SIGNATURE TITLE II. OJ. 0 z.. TITLE TITLE IDATE SIGNED I DATE SIGNED DATE SIGNED , ... 
AGREEMENT FOR STREET LIGHTING SERVICE SUPPLEMENT Town of ADDISON and ONCOR ELECTRIC DELIVERY COMPANY City requests and authorizes Company to provide street lighting activity as follows
below and on skelch(s) Attached hereto and made part hereof. Actions: Removal , Action """"5< Llgbt Sou.... 􀁒􀀮􀁴􀁾..... p T ... ,h ,/Pole FLN 􀁾􀀠 A 1 400 I HPS AI2 RECTAN ANDAo.o
UA RD. 􀀼􀁦􀀩􀁉􀁬􀁈􀁾􀁾􀁩􀁩􀁅􀁌􀀠 3663560 A 1 400 HPS AI2 􀁾􀁣􀀧􀀭􀀬􀀮􀀠 􀀻􀁾􀁾􀀻􀁾􀀻􀁾􀀠 RD. soT;;􀁾􀀧􀁆􀀮'STEEL RD. A 1 400 HPS N2 􀀽􀁾􀁾􀀴􀀰􀁆􀁲􀀠 3663473 􀁾􀁾􀁾􀁾􀁈􀁍􀁁􀁒􀁓􀁈􀀠RD.
􀁁􀁎􀁾􀀠RD.• , SQUARE STEEL ARAPAHO RD. 'N A 1 400 HPS AI2 240V/4OFf 3663404 􀁾􀁾􀁾􀁾􀁈􀁍􀁓􀁬􀁾􀀻􀁒􀁄􀀮􀁁􀁎􀁄 RD, SQUARE STEEL ARAPAHO RD. 'N A 1 400 HPS Al2 240V/40Ff 􀀳􀁾􀁾􀁾􀀠 􀀺􀁾􀁾􀁾􀁾􀀺􀁓􀁾􀁆􀁒
􀁄􀀮􀁁􀁎􀁄 SQUARE STEEL ARAPAHO RD. . A 1 400 HPS AI2 􀀽􀁾􀀮􀁷􀁶􀀯􀀴􀀰􀁆􀁔􀀠 3663314 􀁾􀁾􀁾􀁾􀁈􀁾􀁁􀁒􀁓􀁈􀀠RD. ANri RD, SQUARE STEEL ARAPAHO RD. A 1 400 liPS AI2 􀀽􀁾􀀴􀀰􀁖􀀯􀀴􀀰􀁆􀁦􀀠
3663308 4E OF 􀁾􀀻􀀬􀁯􀁾􀁈􀀠RD. AN6RD. SQUARE STEEL , ARAPAIIORD. A 1 400 HPS N2 RIi<.;: 􀁾􀀮􀀡􀀧􀀬􀀠 ) AVE JUST 􀂷􀀢􀀺􀀧􀁾􀀻􀀻􀁓􀁾􀁾􀁅􀁌􀀠 3663208 W1TII 􀀬􀁾􀀺􀀻􀀢􀁾􀀧􀁏􀀢􀁩􀁩􀁬􀁬􀁾􀀠􀁵􀁾􀀢􀀠
i A 1 400 HPS Al2 􀁾􀁾􀀴􀁏􀁖􀁬􀀴􀁏􀁆􀁦􀀠 113663232 􀁾􀁾􀁧􀁾􀁾􀁕􀁓􀁉􀁎􀁅􀁓􀁓 AVE. 􀁾􀀺􀀮􀀧􀀠 SQUARE STEEL ARAPAHO RD. 􀁾􀀠 , A 11 400 HPS N2 􀁾􀁾􀀴􀀰􀁖􀁉􀀴􀁏􀀯􀀼􀁔􀀠 , 3663199 2E OF BUSINESS
AVE. 􀁾􀁾􀀮􀀬 SQUARE STEEL ARAPAHO RD. A 1 400 liPS N2 '24cVI40Ff 3663237 3E OF BUSINESS AVE. 􀁾􀁾􀀮􀀮􀀠. SQUARE STEEL ARAPAHO RD. A 1 400 HPS NZ 􀁾􀁤􀁯􀁖􀀯􀀴􀀰􀁆􀁦􀀠 NORTH 􀁓􀀮􀁾􀁅􀁟􀀠
).ru.>.• 3663221 4E OF BUSINESS AVE. AND SQUARE STEEL ARAPAHO RD. A I 400 HPS Al2 􀁒􀁅􀁾􀀱􀀠 .JUST i 􀁳􀁯􀁾􀁾􀁾􀁾􀁾􀁩􀁩􀁅􀁌􀀠 3663044 􀁾􀂥􀀻􀁲􀀡􀀬􀀿􀁾􀁾􀁾􀁏 RD. ! A 1 400 liPS N2 240VI40Ff
3663121 • 􀁾􀁾􀁾􀁾 COMMBRCIALD'RRD.. , SQUARE STEEL I AND ARAPAHO RD. i 
A 1 400 HPS Al2 RECTANGULAR 240V/40FT SQUARE STEEL 39651283663160 NORTH SIDE ARAPAHO RD.• 2E OF COMMERCIAL DR AND ARAPAHO RD. INTERSECTION A I 400 fIPS Al2 RECTANGULAR 240V/40Ff SQUARE
STEEL 39653403663047 SOUTH SIDE ARAPAHO RD.• 3E OF COMMERCIAL DR. AND ARAPAHO RD. INTERSECTION A I 400 HPS Al2 RECTANGULAR 240V/40FT SQUARE STEEL 39654103663119 NORTH SIDE ARAPAHO RD.•
4E OF COMMERCIAL DR. AND ARAPAHO RD. INTERSECTION A I 400 HPS Al2 RECTANGULAR 240V!40FT SQUARE STEEL 39555693663153 NORTH SIDE ARAPAHO RD.• 5E OF COMMERCIAL DR. AND ARAPAHO RD. INTERSECTION
A I 400 HPS Al2 RECTANGULAR 240Vl40FT SOUARE STEEL 39656193663010 SURVEYOR BLVD. AND ARAPAHO RD. INTERSECTION R 1 250 fIPS Al2 COBRA HEAD 4SOVI30Ff GALVANIZED STEEL 21984694469 2 W OF
INTERSECTION OF REALTY RD. & BUSINESS AVE. R I 250 fIPS Al2 COBRA HEAD 480Vl30FT GALVANIZED STEEL I 21984697362 I W OF INTERSECTION OF REALTY & BUSINESS AVE. R I 250 HPS Al2 COBRA HEAD
480VI30Ff GALVANIZED STEEL 21994690356 SWCORNER OF INTERSECTION OF REALTY RD. & BUSINESS AVE. AVE. R 1 250 HPS All COBRA HEAD 480Vl30Ff GALVANIZED STEEL 2199%93249 I E OF INTERSECTION
OF REALTY RD. & BUSINESS AVE. R 1 250 HPS AI2 COBRA HEAD 480Vl30Ff GALVANIZED STEEL 21994696143 SWcORNEROF INTERSECTION OF REALTY RD. & COMMERCIAL AVE. Under these additional conditions
(if any) , EXHIBIT A ... 1. City"r Developer agrees to pay Company $ _47,966 in consideration of company's agreeinent to install said street lights and understands that no construction
work will begin unlil after Company has received full payment. 2. Company agrees to install, own, operate and maintain said streel lights in accordance with its street lighting agreement
with customer. However, if city or developer fails 10 pay, on demand, the amount indicated above, this supplemental agreement is automatically terntinated. 3. All parties agree that
Company will retain for its Own use and benefit the payment received hereunder in consideration of its obligation to instalJ said street lights and that Company at all times has title
to, complete ownership and control ofsaid street lights. 4. Company is not liable fur loss or injury caused by delay or failure to install the electric facilities necessary to serve
customer because of delay in receiving shipments of required material, orders or formal requests of governmental agencies, acts of God or the public enemy, inevitable accidents. fires,
explosions, strikes, riots, war, or any other causes reasonably beyond control of 
Company. If Company is prevented from installing such electric facilities by any of the above causes, Company agrees to return to City or Developer, without interest, the entire amount
ofCity or Developer's payment, thereby terminating this supplement and Company's obligation to provide the electric facilities described herein. 5. This agreement is entered into subject
to the tenns of the Agreement for Street Lighting Service between City and Company dated June 17, 2002. ACCEPTED BY COMPANY 10 􀁾􀀬􀀮􀂣􀀩􀁾􀀠 􀁾􀁉􀁇􀁎􀁁􀁔􀁴􀁬􀁒􀁅􀀠 􀀧􀁾􀁯 ie "f 􀁭􀁡􀁾􀁂􀀮􀀭􀀼􀀧􀁥􀁖�
� , TITLE <./VI,ol. l> 2--DATE SIGNED ACCEPTED BY CITY SIGNATURE TITLE DATE SIGNED ACCEPTED BY DEVELOPER (if applicable) SIGNATURE TITLE DATE SIGNED , to 
FINAL WAIVER AND RELEASE OF LIEN STATE OF TEXAS COUNTY OF DALLAS The undersigned is the Contractor who has furnished labor andlor material under a contract agreement with THE TOWN OF
ADDISON, TEXAS, to a project know as: ARAPAHO ROAD-PHASE II (referred to herein as the "Project" ); and located at: THE TOWN OF ADDISON, TEXAS Arapaho Road-Phase II, Marsh Lane to Surveyor
Boulevard; in: Dallas County, For and in consideration of$ ? ?'<io OJ,.... '?."" , representing FULL AND FINAL payment on the above-referenced Project, Contractor hereby acknowledges
complete satisfaction of, and forever waives and releases, any and all claims of every kind against Owner, the Project, the property, including, but not limited to, all statutory or
constitutional mechanic's liens and all contract liens that the undersigned may be entitled to in conneetion with the furnishing of labor andlor material in connection with the work
IN CONSIDERA nON FOR PAYMENT MADE, THE UNDERSIGNED CONTRACTOR AGREES TO INDEMNIFY AND HOLD HARMLESS THE THE TOWN OF ADDISON FROM ALL LIENS, CLAIMS, AND DEMANDS ARISING OUT OF LABOR AND/OR
MATERIAL PROVIDED BY OR THROUGH THE UNDERSIGNED CONTRACTOR FOR USE ON THE PROJECT, Contractor further represents and warrants that they have not assigned and will not assign any claim
for payment, and right to perfect a lien claim, or any contractual, statutory or constitutional lien against the Property in connection with the above,described work. Contractor further
warrants and represents that all bills, claims, or liabilities against it or the project arising out of labor andlor material provided by or through the Contractor to the project, or
purchased by the Contractor for use on the project through the above stated date have been paid and satisfied except as noted on the attached schedule of unpaid subcontractors and suppliers
will be paid and satisfied directly out offunds paid in reliance on this affidavit. 􀁾􀀠 Contractor furtjfer represents and warrants that funds paid in reliance on this affidavit in
the amount shown above are 􀁳􀁵􀁦􀁦􀁩􀁾􀁩􀁥􀁮􀁴􀀠for payment of any outstanding bills, claims, or liabilities incurred by the Contractor in connection with labor andlor material provided
to the Project. 
FINAL WAIVER AND RELEASE OF LIEN All oftbe provisions oftbis release shall bind the undersigned Contractor and the Contractor's legal representatives, successors and assigns and shall
inure to the benefit ofthe Owner, and the Owner's heirs, legal representatives, successors and assigns. The person signing this document represents that they are duly authorized to do
so on behalf of the undersigned Contractor. <>..l2.", \ EXECUTED this ____:.2'--____day of :...IBN ,20..9.5., . By: 􀁾􀀮􀀺􀀺􀀺􀀺􀀮􀁊􀀠(,,;) 􀁣􀁧􀁾􀀠􀁾􀀠 Name: 􀁾􀀢􀀢􀀬􀀮􀀮􀀩􀀠n 1,",0\\
􀁔􀁩􀁴􀁬􀁥􀁃􀀻􀀺􀀺􀂱􀁣􀀮􀀮􀁩􀀡􀁾􀁣􀁴􀀠􀁍􀀬􀀢􀀬􀀢􀁑􀁾􀀧􀁃􀀠 SUBSCRIBED AND SWORN TO BEFORE ME by the said escl T). l.,,,\\ on this the 3"'01.1:> day 􀁯􀁦􀀭􀀬􀀬􀁊􀁾􀁧􀀡􀁬􀁊􀁎􀀢􀀢􀀢􀀧􀀧􀀧􀀢􀀧􀀧􀀧􀀧􀁵􀀺�
�􀀺􀀮􀀮􀀺􀀩􀀧􀁉􀀭􀀧_______, 􀀲􀀰􀁾 to certify which witness my hand and official seal ofoffice. SCHEDULE OF UNPAID SUBCONTRACTORS AND SUPPLIERS In connection with application for final
payment dated .l", "l S. 􀀬􀀲􀀰􀁾 Contractor certifies that all bi lis, claims, or liabilities against it or the project arising out of labor andtor material provided by or through Contractor
to the project, or purchased by Contractor for use on the project throulh the above stated date have been paid and satisfied except as follows: (include name, address, and phone nuJtber
and the amount owed through the da. noted above): • None 
􀁾􀁾􀁖􀁁􀁌􀁅􀁎􀁔􀁉􀀠 􀀮􀁤􀁅􀀻􀁾􀁔􀁒􀁏􀁂􀁅􀁃􀀠 􀀮􀀮􀁴􀀬􀁪􀁝􀀡􀀧􀁾􀀬􀀺􀀡􀀠CHANDLER INC. GENERAL 􀁪􀁎􀁓􀁕􀁒􀁁􀁾􀁃􀁅􀀠 • SLQ£TY SONDS December 31,2002 Town of Addison, County of Dallas 5350
Beltline Rd. Addison TX 75240 Re: Texas Sterling Construction L.P. Bond No. 35BCSB01018 Arapaho Road, Phase II from Marsh Lane to Surveyor Blvd. Paving, Storm Water Signalization and
Streetscape Improvements Gentlemen: As Surety on Performance & Payment Bond No. 35BCSB01018 dated on or about the 28th day of February 2002 with final contract price of $ 2,250,974.00
we hereby consent to final payment on said contract. Hartford Fire Insurance Company ,• By: 􀁾􀀮􀁾􀀠 Denise A. Madden Attorney-in-Fact 6054 LIVERNOIS ROAD + TROV. MICHIGAN 48098·1502
+ 248·828·3377 + BOND FAX: 248-828-A290 + FAX, 248-828-3741 
POWER OF ATTORNEY THE HARTFORD HARTFORD PlAZA HARTFO!W, CONNECTIC\JT 06115 ji I Hartford Fire Insurance Company Twin City Fire Insurance Company 0 m Hartford Casually Insurance Company
Hartford Insurance Company of Illinois 0 m Hartford Accident and Indemnity Company Hartford Insurance Company of the Midwest 0 o Hartford Underwriters Insurance Company Hartford Insurance
Company of the Southeast 0 KNOW ALL PERSONS BY THESE PRESENTS THAT the Hartford Rre Insurance Company, Hartford Accident and Indemnfty Company and Hartford Underwriters Insurance Company,
corporations duly organized under the laws of the state ofConnecticut, Hartford Insurance Company of IDinois, a corporation duly organized under the laws of the state of Ulinois; Hartford
Casualty Insurance Company, Twin Cfty Rra Insurance company and Hartford Insurance Company of the Midwest, corporations duly organized under the laws of the state of Indiana; and Hertford
Insurance Company ofthe Southaast, a corporation duly organized under the laws of the the State of Florida; having their home office in Hartford, Connecticut, (hereinafter collectively
referred to as the "Companies") do hereby make, constitute and appoint, up to the amount ofunlimited: D.A Va/entl, Danise A Madden, Robert Trobec, Kathleen M. Irelan, Ian J. Donald of
Troy, MI their true and lawful Attomey(s)-in-Fact, each in their separate capacity if more than one is named above, to sign its name as surety(ies) only as delineated above by 181, and
to execute, seal and acknowledge any and all bonds, undertakings, contracts and other written instruments in the nature thereof, on behalf of the Companies in their business of guaranteeing
the fidelity of persons, guaranteeing the performance of contracts and executing or guaranteeing bonds and undertakings required or permitted in any actions or proceedings allowed by
law. In Witness Whereof, and as authorized by a Resolution of the Board of Directors of the Companies on September 12th, 2000, the Companies have caused these presents to be signed by
its Assistant Vice President and its corporate seals to be hereto affixed, duly attested by its Assistant Secretary. Further, pursuant to Resolution of the Board of Directors of the
Companies, the Companies hereby unambiguously affirm that they are and will be bound by any mechanically applied Signatures applied to this Power of Attorney. Paul A. Bergenhoitz, Assisfant
Secretary John P. Hyland, Assistant V"'" president STATE OF CONNECTICUT} _ 􀁾􀀠 Hartford COUNlY OF HARTFORD On this 19"' day of September, 2000, before me personally came John P. Hyland,
to me known, who being by me duly sworn, did depose and say: that he resides in the County of Hartford, state of Connecticut, that he is the Msistant Vice President of the Companies,
the corporations described in and which executed the above instrument; that he knows the 􀁳􀁾 of the said corporations; that the seals affixed to the said instrument SIe such corporate
seals; that they were so affixed by authority of the Boards of Directors of said corporations corporations ""... "' ' ••" '" Mm. "",.. 􀀮􀀬􀀬􀀬􀁾􀀠...... @NoWyPublic CERTIFICAl!; My"""",""i:m&pire$
June 30, 2004 I. the undersigned, Assistant Vice President ofthe Companies, DO HEREBY CERTIFY thatthe above and foregoing 􀁩􀁾􀀮􀁡􀀠true and correct copy of the Power of Attorney executed
by said Companies, which is still in full force effective as of Decanber 31,'lJJJ!. . Signed and sealed at the City of Hartford. Colleen Mastroianni, Assistard Vice Prooiden! 
TEXAS-STERLING CONSTRUCTION, LP LETTER OF TRANSMITTAL 2100 N Hwy 360, Suite 106-A Grand Prairie, Texas 75050 Tel: 972-606-2733 Fax: 972-606-2713 To: TOWN OF ADDISO::Nc:--_ --'--16801
Weslgrove 􀁄􀁲􀁩􀁾􀁾􀀮􀁟􀀠 Addison, Texas 75001-9010 WE ARE SENDING YOU [l ATTACHED 0 UNDER SEPARATE COVER VIA ____THE FOLLOWINGITEMS o SHOP DRAWINGS o PRINTS 0 PLANS o SAMPLES 0 SPECIRCATIONS o COPY OF A LETTER o CHANGE ORDER o _ C.O... PIES DATE NO. DE...S..-CR..I.P. TION I ....-.... ..􀀭􀀭􀁾.. _ .... FINAL
1l'.'VOlCE I INVOICE FOR EARLY COMPLETION BONUS ....-.... ..._..1. I... .....I ..__. II IFINAL WAIV.ER AND RELEI\SE OF LIEN I II ... ! • CONSENT OF SURETY __.... ....._----_.... I I
.....•-􀁲􀀺􀁾􀁅􀁾 TO R:'I;EE . __.... I 􀁾􀁾􀀭 _.... .... --_.... .....􀀭􀀭􀁾􀀭􀀮􀀭􀀭.... J . ...........-,-----.-. .._! ! , THESE ARE TRANSMITIED as checked below: o FOR APPROVAL 0
APPROVED AS SUBMITTED o RESUMBIT ___COPIES FOR APPROVAL o FOR YOUR USE 0 APPROVED AS NOTED o SUMSIT ___COPIES FOR DISTRIBUTION o AS REQUESTED 0 RETURNED FOR CORRECTIONS o RETURN ___CORRECTED
PRINTS o FOR REVIEW & COMMENT o FORBIDSDUE _______19 PRINTS RETURNED AFTER LOAN TO US REMARKS: 􀀮􀁾􀀮􀀭􀀭 􀀭􀀭􀀭􀀮􀁾􀀮􀀭􀀭.... ......---COPY TO: SIGNED: SAVED AS : F;\ C:\1PROJECT'fFORMS\TRANSMIT.\'\
1(4 􀀬􀀬􀀭􀀽􀀬􀀮􀀬􀀮􀀮􀀮􀁾􀀮􀁡􀀠 Project Manager 
TEXAS-STERLING CONSTRUCTION, INC. January 3, 2003 TOWN OF ADDISQN 16801 Westgrove Drive Addison, Texas 75001-9010 Attn.: Mr. Ron Lee, Parks Operation Manager Town ofAddison Ref.: Arapaho
Road-Phase n. Town ofAddison Dear Mr. Lee: During our last on site meeting we discussed the need for some additional grading ofsome low areas in conjunction with some other areas along
the project ofwhich the slope from the curb line to the property line was too severe. The intent ofthis letter is to request that Texas Sterling Construction, LP, to return to the project
sometime during the Spring months to perform this work. It remains our contention that the sodding along the project is currently dormant and any grading work would most likely destroy
the sod that has been established. Should you have any questions or require any further information, please feel free to call. , .. Sincerely, Texas Sterling fonstroction, LP 􀁾􀁇􀀮􀀺􀁊􀁾􀁜􀁜􀀠
Carl D. Wall 􀁾􀀠 Project ManagerlEstimator Cc. Mr. Steve Chutcbian, P.E. EXCAVATING' COMMERCIAL' RESIDENTIAL' SEWER' WATER 2100 N. HWY 360' SUITE I06-A • GRAND PRAIRIE. TEXAS 75050
• (972) 606-2733 • FAX (972) 606-2713 
Steve Chutchian From: Luke Jalbert Sent: Wednesday, November 20,20027:57 AM To: Dave Wilde; steve Chutchian Subject: FW: Arapaho Rd Lighting -----Original Message----From, JDAVIS4@oncorgroup.com
[mailto:JDAVIS4@oncorgroup.com] Sent' Tuesday, November 19, 2002 3,25 PM To, ljalbert@ci.addison.tx.us Subject' Arapaho Rd Lighting Luke, Just wanted to let you know the status on Arapaho
Rd. lighting' (1) All four ped or signal cabinets are metered (2) Oncor construction affirms all meter points are "hotII • Therefore, all ped light circuits and the traffic signals at
Surveyor are powered at the 􀁣􀁡􀁢􀁩􀁮􀁥􀁴􀁳􀁾􀀠 (3) Oncor's remaining issues are with the street light on the north side of Arapaho which is not working and the relocated street light
on the south side which needs a 􀁬􀁵􀁭􀁩􀁮􀁡􀁩􀁲􀁥􀁾􀀠 We are waiting for a bucket truck to get free to get these lights operational. Please let me know about any other problems which
may be Oncor's. To the best of my knowledge, our last issue is with the two lights. Thank you, James Davis •, ..; 􀁾􀀠 ********************************************************************************
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*************************************** 1 
DATE SUBMITTED: January 17, 2003 FOR COUNCIL MEETING: January 28, 2003 Council Agenda Item: SUMMARY: This item is for final payment and acceptance of improvements performed by TexasSterling
Construction, Inc., for the construction of Arapaho Road, Phase II, from Marsh Lane to Surveyor Blvd. FINANCIAL IMPACT: Budgeted Amount: $4,005,000.00 ConstructionlIncentive Cost: $2,352,974.00
Source ofFunds: Funds are available from the FY 2000 General Obligation Bond Program, Project No. 83300. BACKGROUND: The second 􀁰􀁨􀁾􀁥 ofthe Arapaho Road extension project extends
from Marsh Lane to Surveyor Boulevard. Construction ofthese improvements provides for the next section of a planned east-west minor arterial roadway that will ultimately be constructed
between Marsh Lane and Addison Road. The Arapaho Road extension is intended to relieve traffic congestion on Belt Line Road. A contract for Phase II was awarded to TexasSterling Construction,
Inc. for construction ofthis project. The original contract price for these improvements was $2,172,602.00. The final construction cost ofthis projectwas $2,250,974.00, which represents
a $78,372.00 increase from the original contract amount. This increase was the result ofrelocating a portion ofan existing shallow depth water main, an additional storm drainage inlet
and associated concrete cl.4vert pipe to address drainage coJditions discovered during construction, and excavation and removal of 􀁵􀁮􀁡􀁮􀁴􀁩􀁣􀁩􀁰􀁡􀁴􀁾􀀠shallow rock subgrade under
the proposed roadway. In addition, this project included an incentive/disincentive provision, whereby, the . cOiltractorwooldbe awarded $3,000.00 per day for early completion ofthe project,
to a' maximum award of$300,000.00. The Town acknowledged the successful completion of the construction improvements 34 calendar days prior to the established 200 day period set forth
in the contract. Consequently, the total value ofthis project is increased by $102,000.00 (34 days x $3,OOO/day) to $2,352,974.00, which reflects the addition ofthe incentive incentive
payment to the final construction cost. The final payment recommendation to Council was delayed until scheduled street light operation and metering efforts were completed by Oncor and
coordinated with the contractor. 
The contractor has submitted his Affidavit ofBills Paid, Consent of Surety Company to Final Payment, and One-Year Maintenance Bond. RECOMMENDATION: Staff recommends that Council authorize
finalp<lyment of$147,019.48, which includes an incentive payment, to 􀁔􀁥􀁸􀁡􀁳􀁾􀁓􀁴􀁥􀁲􀁬􀁩􀁮􀁧􀀠Construction, Inc., and accept construction ofthe· Arapaho Road, Phase n, from Marsh
Lane to Surveyor Blvd, Project. ..r. 
CONTRACTOR'S ESTIMATE OF PARTIAL PAYMENT PROJECT#: T-0202 ESTIMATE #08 & FINAL VENDOR#: CONTRACT#: PERIOD: NIA INVOICE#: OWNER: TOWN OF ADDISON ADDRRESS: 16801 WESTGROVE DRIVE, AODISON,
TX 75001 CONTRACTOR: TEXAS-5T!;RLlNC; CONSTRUCTION, INC, ADDRESS: 2100 N, HWY 360, SUITE 105-A GRAND PRAIRIE, TEXAS 75050 PROJECT: ARAPAHO ROAD-PHASE II CONTRACT AMOUNT: $2,199,339,00
(Marsh Lane to Suweyor Boulvard) CHANGE' ORDERS # CAI-CULATION CHECK: 􀁾􀀲􀀬􀀱􀁟􀀹􀀹􀀬􀀬􀀳􀁾􀀹􀀬􀁯􀀮􀁯􀀠 Number of Working Days: 200 W,O, DA,,T-E: 4-01·2001.-._., ..... 􀀮􀀢􀀮􀁾􀀭 􀀬􀁾􀀭􀀭
ITEM DESCRIPTION OF NO, WORK f:1t.'lIl:Onn ---$13,956,00 II:JlI"I t::ftn 0(1 $525,00 i:'f f::j t?':lFi:nnn $7,075.00 ...."'y --$,5-25-,00 ._(.:f, 'l \..t..;..n,:..m-:_$1,6,7S;(J() 􀀬􀀭􀀬􀀧􀁩􀁆􀁳􀁾􀁾�
�􀀮􀁾􀀺􀀭􀀧􀀽􀀽􀀭􀀭􀀮􀁾􀁾􀁾􀀺􀀺􀀱􀀠 j!o" >\,..,.. ...􀁾􀀫􀀠 ti 􀀮􀁤􀀱􀁴􀁾􀀠tin .. .'_._-
ESTIMATE #08 & FINAL PERIOO: NIA OWNER: TOWN OF ADDISON CONTRACTOR: TEXAS.sTERLING CONSTRUCTION,INC, PROJECT: ARAPAHO ROAO·PHASE II (Marsh Lane to Surveyor Boulvard) CONTRACTOR'S ESTIMATE
OF PARTIAL PAYMENT ADDRRESS: 16801 WESTGROVE DRIVE, AOOISON, TX 75001 ADDRESS: 2100 N. HWY 360, SUITE 106·A GRANO PRAIRIE. TIEXAS 75050 PROJECT#: T·0202 VENOORII: CONTRACT#: INVOICE#:
CONTRACT AMOUNT: CHANGE ORDERS # $2,199,339.00 Number of Working Days: 200 W,O. DATE: 4·01·2001 CALCULATiON CHECK: 􀁉􀁉􀁾􀁾􀁍􀁉􀀠 .......... ",.,. 􀁄􀁅􀁓􀁃􀀺􀁾􀁾􀁎􀁏􀁆􀀠􀀭􀀭􀀧􀀧􀀧􀀭􀀧􀀭􀀭􀀭􀁔􀀭􀁾􀁔􀀠
I 􀁾􀁾􀁾􀁾􀁾􀀠 􀁉􀁃􀁾􀁾􀁾􀁾􀁾􀁾􀁄􀀠 QUANTI1Y rQUANTI1Y I UNIT COMPLETE \OJI'1PLETED PRICE VALUE OF COMPLETEO THIS MONTH TO DATE WORK 133_ 􀀮􀁾􀁾􀁉􀁔􀁅􀀠􀁾􀁅􀁒􀁍􀁏􀁐􀁉􀀺􀁁􀀮􀀵􀀮􀀡􀁉􀀮􀁣􀁊􀁬􀁅􀁆􀁬􀀠PAV
E MARKING5 'STOP" .____EA_ 2.00 2.00 2.00 SEO'oo $260,00 ..J520.0o. $58S.00 $2.199.339.00 CONTRACT TOTALS $260.00 $520.00 -$5-86.00 􀀧􀁾􀀺􀀺􀁴􀀺􀀠 . 􀁭􀁦􀁩􀁾􀀠 􀁾􀁽􀀠􀀧􀀺􀀧􀁾􀂣􀁩􀀺􀁩􀁾􀁾􀁾􀁾􀁔􀀧􀀺􀁔�
�􀀻􀁾􀁏􀁾􀁾􀁾􀁾􀀺􀁔􀁾􀁾􀁒􀁅􀁋􀁉􀁎􀁇􀁓􀀧􀁏􀁎􀁬􀁲􀀠 􀁾􀀠 -􀀭􀀭􀀭􀀭􀀭􀀵􀁾􀁾􀀺􀀭􀂷􀀭􀀭􀀵􀁩􀀶􀀮􀀰􀀰􀀭􀀭 586:00--􀁾􀀤􀁴􀀮􀀺􀁾􀁾􀁾􀁉􀀢􀂷􀂷􀀠 136"" s;SO"LU>WHlfE THERMOPlASTICSTRIPE Lf 995.00-984.00-..
"""!i84.00-·· $1;00 ..----.-_.. _._..__ .-.----_..."" .." .__ .. ----... _.. 137 24' SOLID WHITE THERMOPlASTIC STOP BAR " "" .... 242:00 272.00 272.00 $3.00 138 P' 􀁾􀀠 a 0 . 120.00,
. $2.00 139 4" SOLID YEllOW THERMOPlASTIC-STRIPE Lf 335.00 300,00 300.00 -.-'--$1,00·' 140 􀁮􀀮􀁴􀀮􀀱􀁾􀁉􀀧􀁾􀁾􀁬􀁓􀁈􀀹􀁒􀁉􀁎􀁇􀀮􀀮􀀠 􀀭􀀽􀀭􀁾􀀮􀀽􀀠.. 􀀽􀀽􀀭􀁾􀀽􀀺􀀭􀀺􀀽􀀽􀁾􀁾􀀽􀀽􀀭
􀀮􀁟􀁾􀀮􀁉􀀧􀀮􀁟􀁟􀀠____ 􀁟􀀮􀀱􀀿􀀵􀀡􀁊􀀺􀀰􀀰􀁟􀀮􀀱􀀶􀁾􀀰􀀮􀁅􀁾􀀺􀀭􀂷􀀠_ . _._. ..16.50.00 􀀽􀀽􀀽􀀤􀀮􀁩􀀮􀁩􀀮􀁾􀀱􀀭 141 CONe RETAINING WALL ey 152.00 115.00 175.00 $420.00 ---􀀬􀀬􀀭􀁾􀀭􀀬􀀠
-. 142 􀀮􀁄􀀮􀁒􀁬􀁬􀁬􀁾􀁯􀀮􀁓􀁬􀀡􀁁􀁆􀁔􀁓􀀮􀀡􀀸􀀺􀁉􀁊􀁉􀁁􀀠 ,_________ _______.__ 􀀡􀁾􀁟􀁾􀁏􀀬􀀠 458.00....____.__. 􀀴􀀵􀁾􀁾􀀠 '$64.00 143_ __S_'I N..T E_RwN._A<L_L.Y_ _I_L_L_U.M_I N_A_T
ED_ SIGN EA 2.00 2.00 2.00 w ....__ ,.__________ • •• _ ••• ____, _________" __ 􀁾􀀠 • ________"_ ______ _ __ 144 􀀸􀂷􀀱􀁾􀁔􀁉􀀮􀀧􀁒􀀮􀁎􀁾􀀰􀀰􀀧􀁟􀀧􀀬􀁾􀁬􀁕􀁍􀁉􀀡􀁉􀀡􀁉􀁔􀁅􀀮􀁾􀀮􀁾􀁇􀀮􀀱􀀧􀀡􀀺􀀮􀀮􀀠_
____ __ __ EA 6.00 6.00 6.00 I· 145, REM & DISP OF CONC PARKING LOT Sf 3775.00 3775.00 3775.00 $4,00 $73,500.(1( ."1'1""" nt'l 􀁟􀁾􀀱􀀱􀀡􀀡􀀷􀀵􀀰􀀮􀁰􀁏􀀠 $63,840.00 .... ,,""P,5M.9:0,tl
􀁾􀀮􀀬􀀠tlno.OO ._______.-UTILIlJIMPRVTS____,,_ ..._____...____ ... ___ __._ ___ ___ _____ "". ________ 1 201 INLET PROTECTION EA 10.00 10.00 10.00 $57.00 $570.00 $570.001 202 STABCONSTRENTRANCE""""
.--: iA--""."""" . -'6,00 6.00-------. --6.00----51.200.00 􀀢􀀢􀀭􀀭􀀭􀀤􀀷􀀮􀀲􀁯􀁯􀁾􀁏􀁏􀀠---$7,200:00203 SllTFENCE . ""-.----.. -""--'""""""1501:0'0 150i":0ii-"" --. -'-1"501:00 $2.00
-$3."0"02.00 ---·-$3;002:00 204* 10' CURB INLET "" """"---.---. "" EA -.-----5:00 6,00--'. 6.00 . $3.000.00 518000.00 '''-----515-00"0:00 205 20' CURB INLET"""""".. -. . .--EA"'""--....---.-.""
.. -2:00 ..--2:00'--, :i:iio---iil;ooo:Oo --'""$tfooo:Oo --$12'000:00 206 􀁃􀁏􀁎􀁾􀁭􀀧􀁹􀁉􀁎􀁉􀁾􀀮􀁟... ,'. 􀀭􀁟􀁾􀁾􀀺􀀭􀀺􀀭􀀽􀀽􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀮􀁾􀀽􀀭􀀽􀀭􀀮􀁟􀀠 EA _____ 1.00 2. . 00
2.00 $2,000.00 $4:4:000,00' ··---$t,ooo:oo 207.' .18:.c!:ASS_1I1 􀁒􀁟􀁃􀁐􀁟􀁉􀁟􀁎􀁃􀁌􀁾􀁍􀁉􀀡􀁅􀁄􀁟􀁍􀁟􀁅􀁟􀁎􀁔___. LF 23-:-00 -'-li7.00 117.00 $60.0'0 .􀀮􀀮􀀮􀀡􀀤􀀬􀀬􀀷􀀮􀁣􀀻􀀻􀀰􀀲􀁾􀀰􀁾􀀮􀀰􀁾􀀰􀀫􀀭
􀁟􀀮􀂷􀁟􀀭􀁟􀀭􀁟􀀭􀀮􀀮􀀮􀀮􀀮􀀺􀂷􀀡􀀢􀀬􀀭􀁾􀀭""208 21"" ClASS In Rep INet EMBEDMENT LF 40.00 40.00 40.00 $113.00 tA r;'.)/'! fIh otA I:l:?( 􀀲􀀭􀀰􀀹􀀧􀀺􀀧􀀴􀀻􀀻􀀭􀁃􀁾􀁬􀁩􀁲􀀻􀀺􀁣􀁰􀀠􀁾􀁎􀁓􀁌􀁾􀁍􀁂􀁅􀁏
􀀡􀀧􀁴􀀺􀁾􀁔􀁟􀁟􀁟􀁟􀁟􀀠_____ ______ Lf __ 11.00 􀁾􀀡􀀬􀁭􀀾􀀠 I!:!!:: $135.00 '.Me 􀁾􀁉 -------M.n< 210 27-'C_lA S.S. .I.II. .R..C.P. _IN-C-l -E-MB-E-D-M-E-N-T ------""-_. LF 196.00
_..196.0.0_ ---. .j-"" 1.9..6...0 0 $66.00 􀀭􀁾􀀮􀀭􀀭􀀭􀀭􀀭 211 36' ClASS III Rep INCl EMBEDMENT Lf 4.00 8.00 8.00'. $275.00 .." .nr :i12' 􀁃􀁏􀁎􀁃􀀧􀁃􀁏􀁌􀁌􀁁􀁒􀀢􀁾􀀭􀀭􀀭 -----------.EA
6.00 6.00 􀀶􀁾􀁏􀁏􀀢􀀢􀀭􀀭 $200-:-00 $1,200.00 --"""" 􀀤􀀱􀁾􀀲􀀰􀀰􀀮􀁯􀁯􀂷􀀠 213' RE;NFCONC-RETAININGWALL@INLET""'-....--·ey-"""1.30 '-'1.30 􀀱􀀺􀀳􀀰􀀭􀀭􀁾􀀲􀁾􀁩􀁯􀁯􀀮􀁯􀁏􀀧􀀠 $3.510.00
-$3,510.00 214"" 'ii.1(Y-X 7' REINFCONC'BOXCUlVERT Lf 123.00 123.00 123.00 $700.00 $B6.100.oo $86,100.00 215 ""REM.DISP'&REP'L'io7"CURBINm -----.EA 1.00 1.00 1.00 $4""00.00 $400.00 $400.00
.21.6: 􀁒􀁅􀁍􀀮􀀺􀁄􀁉􀀡􀀡􀁾􀀦􀀮􀁩􀁩􀁅􀁐􀁌􀀽􀁩􀁯􀂷􀀭􀀨􀀩􀁩􀁊􀁲􀁩􀁩􀁩􀀭􀁩􀁎􀁌􀁅􀁩􀁾􀀭􀀽􀀺􀀺􀀮􀁾􀀽􀁾􀀭􀀺􀀭􀀭􀀭􀀭 """""". 􀁾􀀧􀀭 -----__..3.00 􀀭􀀢􀀢􀀢􀀢􀀢􀀳􀀮􀁾􀀰􀀢􀀠 3:00 $400.00 􀀤􀀱􀁾􀁾􀁏􀁏􀀬􀀢􀁏􀁏􀀠
$1.20!?,OO 217 CONe CHANNEL UNER SY 280.00 323.00 323.00·$45.00 $14.535.00 $12.600.00 218 􀁒􀁅􀁉􀁎􀁆􀀺􀁃􀁾􀁎􀀭􀀭􀀺􀁣􀁾􀁯􀁘􀁣􀁩􀁩􀁌􀁖􀁅􀁩􀁩􀁔􀀧􀀾􀀧􀀡􀀮􀁉􀁴􀁾􀁾􀁗􀁁􀁌􀁾􀁟􀀮􀁟􀀠 EA ""-4:ilO
--""4":"00"" 4.00 $B,Ooo.oO $32,000.00 _ 􀀤􀀳􀁾􀀬􀁾􀀺􀁏􀀮􀁯􀀮􀀠
CONTRACTOR'S ESTIMATE OF PARTIAL PAYMENT PROJECT#: T·0202 ESTIMATE#Oa & FINAL VENDOR#: CONTRACTII: PERIOD: NlA INVOICE#: OWNER: TOWN OF ADDISON AOORRESS: 16801 WESTGROVE DRIVE, ADDISON,
TX 75001 CONTRACTOR: TEXAS-STERLING CONSTRUCTION, INC. ADDRESS: 2100 N. HWY 360, SUITE 106-A GRAND PRAIRIE, TEXAS 75050 PROJECT: ARAPAHO ROAD·PHASE II CONTRACT AMOUNT: $2,199,339.00
(Marsh Lane to Surveyor Boulvard) . CHANGE ORDERS # CALCULATION CHECK: 􀀤􀀲􀀬􀀱􀀹􀀹􀀬􀀳􀀳􀀹􀀮􀀰􀁾􀀠 Number of Working Days: 200 W,O, DATE: 4·01·2001 ·ITEMr----·--·...-. DESCRiPTION OF
UNIT APPROVED Qui\N:I'ITY QUANTITY QUANTITY UNIT VALUE OF I-----CONTRACT' NO, I WORK OF CONTRACT COMPLETED COMPLETE .coMPLETED . PRICE COMPLETED TOTALS MEASURE QUANTiTIES,· PRS\I!OUS
THIS MON'rH 􀀭􀁾􀁾 DATe WORK 219 'SAWCUT, 􀁒􀁅􀀬􀁾􀀮􀁂􀀻􀁄􀁉􀁾􀁐􀁏􀁆􀀠EXlsrc.ONC 􀀨􀀩􀁈􀁁􀁎􀁾􀁌􀁃􀁩􀁩􀁩􀁉􀁎􀁃􀁃􀀺􀀭 SY .'--"Y75.iiir.;046,00. . 􀀭􀁾􀀧􀀭 -j04'6:'00__ ,' $5,00 $5,230:00
$4,375,00 220 CONNECTION FOR 21" RCP & Res EA 2,00 3,00 3,00 $650.00 $1,950,00 $1.300.00 􀁾􀁾􀀺􀀠􀁃􀁟􀁏􀁏􀀡􀀡􀁎􀂷􀁾􀁃􀁩􀁩􀁅􀀢􀀡􀁾􀁾􀁩􀁟􀁩􀁩􀁃􀀺􀁰􀁾􀁝􀁾􀀭􀁾􀀬􀀮 ___􀀺􀁾􀀮􀀬􀁟􀁾􀀺􀀺􀀮􀀮􀀠:'...'_=-&>.=
___. "00 '" 􀁾􀀱􀀺􀁯􀁯􀀧􀀺􀀺􀀺__. _______􀀺􀀺􀀡􀁊􀀮􀁏􀀮􀁟􀀮􀁉􀀽􀀭􀁪􀁟􀀶􀁳􀁏􀁾􀀰􀀨􀀩􀀠 ____􀁾􀀺􀀮􀀮􀀡􀀶􀀵􀀰􀀬􀁾􀁏􀀠_, 􀀢􀀬􀀤􀀡􀁬􀁾􀀱􀁬􀀭􀀰􀀰􀀠 222* 6' DIA AWWACSOO CL 150 PVCWTR PIPE
INCL CL4 EMBEDMENT LF 143.00 154,00 154,00 $72,00 $11.088,00 $10.296,00 2-23-S' DJAA-WW-'-A-c9oo C-L-15O'pvcm-R-PIPE-IN-CL C'L4EMBEDME'NT--'-'iF-"'----'---2-0-.00 -'''55:00--' --55:00---'-fl02:00
---.-, $5.610:00 --, -$2.040,00 224"12;-DlAAwWACiioc)ci:.lso mWTil PIPilNCL-CL 4 EMBEDMENT LF 886.00 886,00 ei16,00 $33,00 $29,238.00 $29.238,00 225 ABANDON EXlSTWT-WVALVi' ..----·--------EA
7,00 7.00 7,00 $1,000,00 $7,000.00------$7-,0-00-,00 226 ADJ ciisrWTii VALVE"--.-.--------------... EA 5.00 5.00 5.00 $100.00 $500,00 $500,00 ii-r' ADJEXisTWi-RMETEA . ..'--•. 􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀁩􀁩􀀮􀁾�
� 1,00 --ioo 2,00 -$125,00' . $250,00 ------$125:00 228 AOJ EXISTSSClEiNQUr-.-. _.---, ---"'--EA--....-..' ioo'-'2:00 ..-,.-.-1--'-2.00 $125,00 􀀭􀀭􀀭􀀭􀀤􀀲􀀵􀀰􀁾􀁏􀁏􀀠-'''-. "--'$125,00
229-AoieXiSrssMH--·-----"---..·--'-"------EA _6,00 ---i":Oo--"-6.00 $400.0'0-'-$2.400,00' . $2:400,00 230 REMEXISTFIRii-HYDRANT -_." ---,,,.. ---EA 4,00 4,00 4,00 $900,00'$3.6oQOO$3:600:00
231 FIRE'HYDRANT·W/RISER.. ----·-. -----'--.---EA' --􀀢􀀭􀀭􀀭􀀻􀀻􀁾􀀠"--'4:00 4.00 $2,500.00 $10,000.00 $10,000.00 232 4'SQUAREREFlF1RiiliYDRANT MARKERS BlUE EA 6,00 6,00 6.00 c· • $6_00
,-.. $36,00 . $36,00 233* cui'&PLiiGuIST-12;WTRPlPE -.-, .. '" --'1iA ,-, 2,00 4:00'''-' .. -4.00----·--S900.00-'---..$3:600.00-·" $1:800,00 􀀲􀀳􀀴􀀧􀁃􀁕􀁔􀀺􀀦􀁐􀁾􀁾􀁾􀀭􀁅􀁘􀁟􀀭􀁉􀁓􀁔􀀭􀁟􀀸􀀭􀀢􀁾􀀱􀀱
􀀮􀀠􀀮􀁾􀀭􀀭..--.= .... _.__ ....___._.. 􀁾􀀮,_" 1.00 2,00 2,00 $900.00 􀀵􀀱􀀬􀁾􀁯􀁯􀀺􀁏􀁯􀀭􀀢􀀭􀀭􀀭􀁾􀀠 2.3.5 " " 6" W-T-R-V.A-L-V-E --.-.-.. ---. --,EA --f4.0-0 4-.00 -=4-,0-0' "$900.00
$3.600.00 $3,600,00 􀁾􀀭􀀭􀀭􀀭 ....---.. ---,-,---'" ..--.-, 236_ 􀀡􀁉􀁾􀁟􀁸􀁾􀀺􀀮􀁊􀁬􀁟􀁉􀁔􀁟􀁁􀁟􀁐􀁟􀁓􀁌􀁟􀁅􀀮􀁾􀁾􀀧􀀡􀁖􀁦􀁖􀁾􀁌􀁖􀁅􀁟... _,,___, ,__...__._____EA_____ _,_._':001-"
􀀮􀁾􀀬􀁯􀁯􀀠 1.00 􀀤􀀲􀀬􀀲􀀰􀀰􀀬􀀰􀁾􀀠 52,200,00 52,200,00 􀁴􀀿􀀬􀁾􀁍􀁍􀀠 􀀬􀁾􀀺􀀱􀀲􀀧􀁟􀁘 􀀺􀀱􀀲􀁾􀁐􀁉􀁉􀁁􀀮􀀡􀀧􀀮􀁳􀀮􀀡􀀬􀀵􀀮􀀮􀁅􀁉􀀧􀁅􀁗􀁦􀁖􀁁􀁌􀁶􀁧􀀠____. ,_.. . ,__ _ .. ___ .._.
___ ,EA ,_ .. .... .. . _....2:00 ., 2.00... 􀀮􀁟􀀲􀁾􀀰􀁾􀀠__ ,__ 􀀤􀀳􀀡􀀷􀀰􀁾􀀬􀀰􀀰􀀠 ...___ .__ 􀁾􀀷􀀡􀀴􀀰􀀰􀀬􀀰􀀰􀀠 57,400,00 􀁾 :12"WTRVALVE _ EA 5.00 8.00 aoo' $2,200,00 ___..$1'1,600,00
....•• ,...J.11,000E!l 􀁾 􀀮􀁃􀀹􀀮􀁾􀁎􀀮􀁅􀁟􀁃􀁔􀁟􀁐􀁉􀀡􀀡􀁬􀀮􀁾􀁟􀁓􀁅􀁟􀁄"'!T!lI:!tl.E]O 􀁅􀁘􀁾􀁓􀁔6" 􀁾􀁒􀁟􀁕􀁟􀁎􀁾􀀬___ ... ._____. _ EA __ _ __" __.... 􀁾􀁏􀁾􀀠 5,00 ..____... .5:.00_____
$1!8O.?,OO __. ___􀀵􀀡􀁬􀀬􀀰􀁾􀀱􀁬􀀭􀀰􀁰􀀧􀀠 ,... . 􀀤􀀱􀀮􀀸􀀰􀁾􀀮􀁏􀁏􀀠 􀁾 FITTINGS FOR WTR LINE CONSUl TN 1,50 2.40 2,40 52.000,00 $4.800.00 $3.000,00 1,241* coNe BLOCKING'" CY 4.00
13,00 13,QIl", $50,00 $650.00 ....--$:ioiiool 􀀱􀀳􀀴􀀮􀁾􀀢􀀠􀁃􀁩􀁩􀁎􀁾􀁅􀁃􀁲􀁅􀁘􀁾􀁲􀀺􀀺􀀮􀁗􀁔􀁒􀀡􀁾􀁒􀁶􀀮􀀮􀀠 Ell 1.00 ,._2.,00__ __2:00,..__ 􀁩􀀭􀀭􀁾􀁾􀁾􀀰􀀰􀁾􀁏􀁏􀀧􀀡􀁟􀁟􀀭􀀭􀁾􀀳􀀬􀀲􀀰􀀭􀁾􀀬􀁾􀀰􀀠
_$1,60,0,00 243 PERFORM WTRTEST . LS 1.00 1.00 1.00' $1,800,00 $1.800,00 $1.800.00 244 mENcHsAirn--'''-.---, LF 1476,00 1476.00 1476,00 $1,00 51.476,00 $1,476,00 245--RiiiN&INSTALL'2"iRRGA
􀁳􀁹􀁳􀁳􀁲􀁵􀁡􀁏􀁕􀁲􀁗􀀯􀀲􀁾􀀭􀀦􀁍􀁅􀁔􀁅􀁁􀀠 EA 2,00 2:00---I---"'ioo----$2-;000:00 -"-$4:000-:00 ---""--$'4:00'0,00 -SIGNALIZATION.& liGHTING IMPRViS----'''---'-o7'O'O':·I__,_;-;C"·
"1-__ 30l. 􀁔􀁒􀁁􀁆􀁆􀁓􀁉􀁇􀁎􀀡􀁬􀁌􀁓􀁁􀁒􀁉􀁜􀁐􀀡􀀬􀁈􀁏􀁦􀁬􀁏􀁟􀀼􀁩􀀡􀁈􀁤􀁁􀀡􀁬􀁬􀀻􀁾􀁴􀁎􀁟􀀮􀀠 _,,_. ,, __, LS _. ..,.!!lo, 1.00 1,00 􀀤􀀱􀀴􀀺􀁾􀁏􀁑􀁾􀀺􀀰􀁟􀀰􀀠__ 􀀮􀁟􀁾􀁾􀀻􀀧􀁯􀁯􀁯􀀧􀁯􀁯􀀠______􀀤�
�􀀡􀀡􀀵􀀬􀁑􀁏􀁏􀀬􀁏􀁾􀀠 302 􀁔􀁒􀁁􀁆􀁆􀁓􀁉􀁇􀁎􀁁􀁌􀁓􀀮􀁁􀁾􀁁􀁈􀁏􀁒􀁄􀀼􀁩􀁉􀀮􀁓􀁕􀁒􀁖􀁅􀁙􀁏􀁒􀁂􀁌􀁖􀁏􀀬􀀬􀀬􀀬􀀠_.. _._"... LS 1,00, ..._1.00 1.00 $140,000.00 $140.000,00 $140,000,00 303
CONDUII.2.". SCH 40 PVC ,,_ .___ IF __ 4790.;!l0 􀀬􀀬􀁾􀀸􀀴􀁾􀁾􀁏􀀠 4845,00 $7,00 􀀤􀁩􀀳􀀮􀀹􀁦􀁳􀁾􀀫􀁟􀀠 ----$33.530,00 304 􀁃􀁁􀁂􀁌􀁾􀁉􀁎􀁓􀁕􀁌􀁁􀁉􀁾􀁄􀀣􀀴􀁁􀁗􀁇􀀠 ".,,_....," " LF
_ 􀀱􀀹􀀰􀀮􀀰􀁾􀀠 􀁟􀁾􀁾􀀮􀁯􀁯􀀠" 190,00 $1,00 􀀮􀁾􀀱􀀹􀀰􀀮􀁾􀁯􀀮􀁌􀀠
-----CONTRACTOR'S ESTIMATE OF PARTIAL PAYMENT PROJECT#: T-0202 ESTIMATE #08 & FINAL VENDOR#: CONTRACT#: PERIOD: NIA INVOICE#: OWNER: TOWN OF ADDISON ADDRRESS: 16801 WESTGROVE DRIVE,
ADDISON, TX 75001 CONTRACTOR: TEXAS-STERLING CONSTRUCTION. INC, ADDRESS: 2100 N. HWY 􀁾􀀶􀀰􀀬􀀠SUITE 106-A GRAND PRAIRIE, TEXAS 75050 PROJECT: ARAPAHO ROAD·PHASE 11. CONTRACT AMOUNT:
$2,199,339.00 (Marsh lane to Surveyor 8oulvafd) CHANGE ORDERS # CALCULATION CHECK: $.2,1. 􀁾􀀹􀀮􀀧􀀳􀀳􀀹􀀺􀀰􀀰􀀠 Number of Working Days: 200 W.O. DATE: 4·01·2001 'iiEMT"···· .----...-...
DE·SCRIPTIONOF----···.. IUNIT APPROVEO QUAmlTY QUANTITY QUANTITY UNIT VALUE OF "-CONTRACT"'] NO. WORK OF CONTRACT COMPLETED COMPLETE !sfilMPLETED PRICE COMPLETED TOTALS 􀀮􀀽􀀽􀀽􀀺􀀺􀀭􀀺􀀺􀀺􀀻􀀺􀁾􀁟􀀧
􀁟􀁾􀁟.. _______. MEASl!_Rg_f-..􀁟􀁾􀁾􀁔􀁉􀁔􀀡􀁾􀀤􀀠 􀁐􀀺􀁾􀁐􀁾􀀡􀁟􀀠􀁦􀀭􀁔􀁈􀁟􀁉􀁓􀁟􀁾􀁾􀁎􀁔􀁈􀀠 􀁾􀁾􀁾􀁾􀀩􀀧􀁅􀀠 􀁗􀁾􀁭􀀮􀀡􀁌􀀠---J--.-. 305 CABLE INSULATED #8 AWG Lf 3240.00 32A0.00
3240.00 $0.50 $1,620,00 $1,620.00 306' aARE·GRNDN4AWii ...... -'--li'ss,ao 95.00 95.00'" 􀁾􀀠sioo .--... . $95:00 . $95.00 􀀳􀀰􀁌􀀮􀁾􀀮􀁉􀁬􀁅􀂷􀁇􀂷􀁒􀁎􀁄􀁩􀁩􀀸􀂷􀁉􀁜􀁗􀀼􀀮􀀺􀀮􀀺􀀮􀀺􀀮􀀠
'If 1620:00 1620.00 1620,00 SO,50 $810:01l_·_·_.__􀁾􀀱􀀰􀁾􀁏􀀠 30.8•• 􀀡􀁏􀁾􀁴􀁬􀁄􀁎􀁟􀁉􀁏􀁟􀁎􀁟􀀴􀁟􀀰􀁾􀀡􀀧􀁊􀁬􀁾􀁅􀁔􀀠t1(lHT POLE EA lioe 􀁊􀀹􀁣􀁾􀀮􀁟􀀮􀀮􀀮􀀮􀀮..􀀱􀀮􀁾􀁾􀁟􀀫􀁟􀀭􀁯􀀮􀀧􀁾􀁾􀀵􀀡􀁬􀁾�
�􀀠____$_12_,350_.0_0._ ....._ ..􀁾􀀮􀀱􀀿􀁌􀀳􀀮􀀵􀀰􀀮􀀰􀀰􀀠 309 fOUNDATION PEDESTRIAN LIGHT POLE EA 20,00 20.00 20.00. $2,500.00 550,000.00 550,000.00 3:10'iJiiNO-riOUNTEOPullBOX,yPE'ii--------EA
.17,00 11:00---' '17:00-'-.... "'$600:00 ---...----$10;200:00 -.510,200.00 3ll PEDESi:RIAN LIGHTING crilL CABINET ...---... EA 3.00 3.00 3.00 53,200.00 $9,600.00 $9,600.00' .....-----.-....
.----..--........-_.-...-._... -.--...-. ------.. -. --....--..... -.----........ .. ....-. -.-.....-. '-/---." ----.. ··-----..·---..--·.. ·--·..·1 .. -..·..·· ... -..--..... .... 312
CONDUIT 2" SCM 40 PVC TRAff SIGNAL . LF . 2215,00 2275.00 2275.00 $6.00 $13,650,00 $13,650.00 .313 . GRND MOUNTEDPuLlBOX TYPE ATRAFF-SKlNAC'-----.---EA----. ---16.00 16.00----16:-00
'--,650.00 -.....---$'io-:-.wo,oo .... -$"0:400.00 i3.14 __ BORE 4; caNoill!'fOR'TAAF'FIc-SUiNAlCABLIis -.-􀀮􀁾􀂷􀁟􀁌􀁾􀀽􀀠._. . 12{j,00 120.00 -sTREETSCAPE IMPIiVTS-.. 􀁯􀀮􀁯􀁯􀁾.._...
. .......__.. --.--f--.--401 LIVE OAK 6" CAl EA 56.00 56.00 56.00 I.. $1,570.00 $87,920.00 587,920.00 402. 􀁆􀁏􀁾􀀡􀀮􀁾􀀮􀁉􀁪􀁑􀀮􀁌􀁌􀁙􀁾􀁣􀁩􀀲􀁾􀀨􀁾􀁾􀁉􀀢􀀧􀀮􀀡􀀧􀀡􀀢􀁃􀁟􀀮___• __ •_________
f--.EA __1.__. 28,00 ..􀁟􀀲􀁓􀀮􀁾􀀮􀀠 28.00 --. $3EO:OO __􀀮􀀮􀀮􀀮􀀮􀀮􀁩􀀸􀀻􀀻􀀱􀁉􀀺􀀱􀁾􀁾􀁉􀁟􀀮􀁟... · ____􀀮􀀤􀀸􀁾􀀰􀀰􀀺􀀰􀀰􀀮􀀠 403 CRAPE MYRTLE 30 GAL EA 18,1i< 18,00 18.00 526(l.00
54,68OJlO $4,550.00 404 . OWAiiF BURFo'RDHOlLY's GAL-.----.--.... EA 80.00 80.00 80,00 $20.00 51600.00 $1600.00 􀀱􀀠425. 􀁆􀁩􀁩􀁬􀁾􀁇􀁩􀁪􀁩􀀨􀁬􀁗􀁅􀁾􀀭􀀵􀁇􀀡􀀧􀁾__ 􀀽􀀭􀀭􀀽􀀭􀀭􀀽􀀽􀀽􀀽􀁾􀀠
EA 65.00 65.00 65.00 $25.00 $1:625.00 $1:625.00 􀀴􀀰􀁾_ 􀁾􀁉􀁾􀁾 􀀡􀁾􀁾􀁾􀁾􀀢􀁾􀁾􀁾􀀮􀀡􀁾􀀲􀀡􀀡􀀿􀁟􀀮􀀠 . 􀁾􀁟􀀮___􀁾__.__ 5115.00 􀁦􀀭􀁟􀁾􀁾􀀱􀀵􀀮􀀰􀀰􀀠 5115.00 $1.00 􀁾􀁳􀀻􀀺􀀠 t HU'In
ot'c oz:, 1 407 REM & OJSP TREES EA 44.00 47.00 47.00 5300.00 [408 TREE-P-RO-TECTION EA 57.00 57.00 51.00 575.00 $4,275.00 409 SO,:,!> SOI!....______ Sf 65150.00 65150.00 65150.00 $0.30
'19,545.00 410 STEEL EDGING Lf 75.00 75.00 15.00 52.00 $150.00 $150.00 􀀴􀀱􀁩􀁾􀀠iEDPREP---------..--...,------------f SF 4550.00 4550.00 4550.00 $0.60 􀀴􀁾 . IRilio_A 􀁾􀁜􀀧􀀵􀀩􀁬􀁩􀁒􀁾􀁾􀀠::::-._.
__________. SF 61500.00 61500:-00 ---615.,---'$0:75 413 _.S.T.R.E. -E.T-B-R-I.C-K.. P.A-V-.E.R.S. ... --.. ---SF -5.0-0-0.-0c0 -..5.0.0 .0...0.0. . I·.. ----. -.50 0-0-.0-0. -. -----51.2-.0.0.
•. ·· .. 1 560,000. .-..''':;;',,:'';: 􀀼􀀮􀀮􀀬􀁾􀀠,,/VI 414 .M!D!J>,N 􀁐􀁁􀁾􀁒􀀵___. SF 2600:00 􀁾􀁳􀀮􀁯􀁯􀀺􀁯􀀮􀁯􀀠 2600.00 $10.00 tin 415* BRICK VENEER SF 2600.00 2672.00 2672.00
$11.00 4'6-i:;A5'rsroNECAP--.. -.__.. --. Lf 655.0 662.00 662.00 525:00-" ..... _.S,16,3,!5:0!1 417HANOAAILON'iiEi'AININO WAii-'" .--.-.. --.. ---IF---------. ... 350.0 350:00 350,00
􀀧􀀭􀀭􀀧􀀭􀀤􀀴􀀵􀁾􀁏􀁏􀀠 tu; 7;:;J .D-E.N-O.T.-ES I-TEM-S AF-FEC.TED BY CHANGE ORDER #01 ....--.. -... 􀀭􀀭􀀭􀀭􀀭􀀽􀀭􀀽􀁾􀀭􀀭 -------. ------. -=-=.---..... :..􀀽􀀺􀀺􀀭􀁾􀀭􀀭...---....-.+-.:-.-􀀮􀀧􀀭
􀁊􀀺􀀭􀀭􀀺􀀽􀀭􀁾􀀺􀀮􀀠 , .._--,------_. _._ L .. _______... 􀁾􀀭􀀮􀀬􀀠
___ ______ ___ __ 2 ESTIMATE #08 8. FlNAL PERIOD: NlA OWNER: TOWN OF ADDISON CONTRACTOR: TEXAS-5TERLING CONSTRUCTION, INC. PROJECT: ARAPAHO ROAD· PHASE II (Marsh Lane to Surveyor Boulvard)
Number 01 Wor1<ing Days: 200 W.O. CATE: 4·01-2001 ITEM DESCRIPTION OF NO. WORK ADDED ITEMS PEl< CHANGE ORDER #01 ADDRESS: . 2100 N. HWY 360. SUlTE 106-1\ GRAND PRAlRIE. TEXAS 75050 UNIT
APPROVE:j QUANTITY QUANTITY OF CONTRACT . COMPLETED COMPLETE MEASURe 􀁟􀁱􀁾􀁾􀁎􀁔􀁉􀁔􀁉􀁾􀀠 __􀁾􀁾􀁅􀁹􀁾􀁾􀀠THISMQNTH CONTRACTOR'S ESTIMATE OF PARTIAL PAYMENT ADDRRESS: 16801 WESTGROVE
DRIVE. ADDISON. TX 75001 • •. _____ • ___ . __9HIIN_G§..D,l'\DE!'! #02_____ 2 SLOPE 􀁐􀁁􀀬􀀬􀁾􀁎􀁟􀁇􀀠@X.lNLETI>.___ •.. 'I GUARD. RAIL @'!XU DRIVE.. __ 3 CABLE 8. POST FENCE 4 􀁅􀁌􀁅􀁃􀁔􀁾􀀹􀁒􀁋􀀮􀀨
􀀡􀁉􀁉 S,YRVE'COR. Prepared and Submitted by: 􀁂􀁙􀀺􀁾􀁌􀁶􀁾..... _ 􀁾􀁾􀁾􀁣􀁴 Manager '" By: TONn of Addison: Mr. Steve Chutchlan. P.E. By: _ ____ 1--·---􀀭􀁾􀀭􀀭􀀭 SY 34.00 34.00 I·
. LF60_00 60.00 .. LF 100,0°1'-'''100.00 LS 1.00 1.00 VALUE EARNED THIS PERlOD RETAINED THIS PERIOD TOTAL DUE THIS PERIOD' PERCENT COMPLETE 􀀮􀁟􀀱􀁾􀀲􀀮􀀳􀀵􀀧􀀱􀀡􀁟􀀠 QUANTITY (jJ.o1PLETED
TOOATE PROJECT#: T-0202 VENDOR#: CONTRACT#: lNVOICE#: CONTRACT AMOUNT: $2,199.339.00 CHANGE ORDERS 11 CALCULATION CHECK: 􀀤􀀲􀀮􀀡􀀹􀀮􀀹􀀡􀀳􀀳􀀹􀀮􀁾􀁑􀀮􀀠 UNIT VALUE 01'--1--CONTRACTPRICE
I COMPLETED 􀁗􀁏􀁾􀁾􀀠 12" PVC WATER LINE LF 90.OOJ 90.00 􀁾􀀠 90.00 $100.001 $9.000.00 TEST 12" WATER LINE . '[5'--'--'---.:00 ---1-:-00---􀀭􀀭􀀭􀀭􀀭􀀭􀁬􀁾􀁯􀁯􀀭􀀭􀀭􀀭􀀭􀀭􀀤􀁩􀁯􀁯􀀬􀁯􀁯􀁬􀀭
·---··$500:00 __ 􀀻􀁾􀁾􀁾􀁾􀁰􀁾􀁾􀁾􀁾􀁟􀀺􀁏􀁾􀁁􀁌􀁖􀁅􀁟􀁟􀁟􀁟􀁟􀁟􀀠 􀁾􀀠_ 􀁾􀀠 • __ -_}: _ :;: • __... ___ ___􀀺􀁾􀀺􀀠..... _.􀁟􀀺􀁾􀁾􀀺􀀺􀀺􀁉􀀭􀀮􀀠---_􀀺􀁾􀀺􀀺􀁾􀀬􀀠 ?,_ 􀁋􀁅􀁾􀀮􀁑􀀮􀁂􀀠DRILL
􀁾􀁟􀁾􀁦􀀡􀀮􀂧􀁆􀁾􀀸􀀠Sl!\fr STEEL8._LA80R___.__ LS . 1.001 1.00 .....____ ,._... 1;!l?_-L__.!3,200.001 ._. 􀀮􀁟􀁾􀀳􀁾􀁾􀀨􀀩􀀺􀀰􀀰􀀠 34..0 0 .. I_ _ ,.'. ,. $5H5_.0. 0 􀀧􀀭􀀭􀀭􀁩􀁾􀁾􀁾􀁯􀀭
----:-􀀺􀀺􀁾􀀠 1.00 ._ ..􀁾􀀡􀀷􀀲􀀨􀀩􀀺􀀰􀀰􀀠 .___ ... ___... l-.__. 􀁾􀀠 ...􀀬􀀤􀀱􀀬􀀮􀀸􀀷􀁾􀀺􀁏􀁏􀀮􀀻􀀠 , ... __ 􀀮􀀤􀀬􀀲􀀡􀀱􀀰􀀰􀀺􀀰􀁾􀀠 $1,600.00 .... $3,72.0.00 ___ ..􀁾􀀬􀀠.. ,
_____ _ TOTAL AMOUNT OF WORK PERFORMED TOTAL AMOUNT RETAINE AMOUNT PAYABLE ON CONTRACT LESS PREVIOUS PAYMENTS BALANfF.DUE THIS STATEMENT Town of Addison: Mr. David Wilde, Inspector The
above CONTRACTOR certHies that in accordance with the Genera! Conditions of Agreement. and any other Appropriate COnditions set forth In the Contract Documents. a request for an e;dension
of tlme___ HAS J_ HAS NOT been submitted during the period of time for 􀁗􀁨􀁩􀁾􀀠this application for payment applies. TOTALS !!l,()()().00 $500.00 .. ___􀀤􀀳􀀡􀀡􀁬􀀡􀁬􀁏􀁾􀀰􀀡􀁬􀀠 $1.685.00
. 􀁾􀁾􀀬􀀲􀁰􀀬􀁱􀀮􀁑􀁾􀀠 $1.870.00 $2,W,o.00 ,51,600.00 $3,720.00 $2,250.974.00 $2.250.974.00_ $2,205.954.52 . ,$45.019.48 
CONTRACTOR'S ESTIMATE INCENTIVE PAYMENT PROJECT#: T-0202 ESTIMATE #01 VENDOR#: CONTRACT#: PERIOD _6·01·2001_ TO _8·30-2001_ INVOICE#: OWNER: TOWN OF ADDISON ADDRRESS: 16601 WESTGROVE
DRIVE. ADDISON, TX 75001 CONTRACTOR: TEXAS-STERLING CONSTRUCTlON,INC, ADDRESS: 2100 N. HWY 360, SUITE 106·A GRAND PRAIRIE; TEXAS 75050 PROJECT: ARAPAHO ROAD-PHASE II CONTRACT AMOUNT:
(Marsh Lane to Surveyor J3oulvard) CHANGE ORDERS # CALCULATION CHECK: Number a(Working Days: 200 W.O. DATE: 4·01·2001 ITEM NO. ••􀁤􀁾􀀮􀀠 􀁂􀁙􀀺􀁾􀁾􀁾..._:__.__. TOTAL DUE THIS PERIOD
PERCENT COMPLETE $102,000.00 100.00% .._-AMOUNT PAYABLE ON CONTRACT LESS PREVIOUS PAYMENTS By: BALAr:!ff..DUE THIS STATEMENT -..--... Town of Addison: Mr. Steve Chulchian, P.E. By: _.
". _. ----------------_.􀀭􀁾􀀠 Town of Addison: Mr. David Wilde. Ins.pector .__.------,----VALUE OF CONTRACT COMPLETION BONUS DESCRIPTIONOP-·---􀀭􀁾 􀀭􀀧􀁾􀁐􀁐􀁒􀁏􀁖􀁅􀁄􀀧􀀠 QUANTITY
QUANTITY QUANTITY UNIT' WORK .._ 􀁲􀀮􀁾􀁥􀀡􀁒􀀮􀁅......􀁾􀁾􀁾􀀻􀀺􀀠 􀀮􀁃􀁾􀁾􀀻􀁶􀁾􀁾􀀻􀁾􀁅􀁄􀀮􀁾􀁾􀀺􀁾􀁾􀀻􀀻􀀠􀁃􀀺􀀿􀁦􀀺􀁾􀁁􀁾􀁅􀁾􀀠􀁾􀁾􀁒􀁾􀁃􀁅 ...l. ._W.()R.K"MMI" • ... . .... _._______._.
IDAYS 34.0 34.00 34.00 '$3,000.00. ___ 􀀤􀀱􀁾􀁾..____􀁾􀁾􀀮􀁾􀁏􀁏􀁏􀀮􀁏􀁏􀀠 COMPLETED TOTALS ·,-······---.... ·---·····..·-·--·..--··---···-·---1 . 1 -u-i------j--. I I' . f-. ·1---..+_..........
-."-'·_·_·1 1 -.,.--------. 􀀭􀁾􀀭􀀭􀀭􀀭􀀭􀀭􀁟􀀫􀀭􀀭􀀭􀁴􀁟􀀭􀀭􀀭􀀫􀁟􀀭􀀭􀀭􀀫􀀭􀀭􀀭􀀫􀁟􀀭􀀭􀀫􀁟􀀭􀀭􀀫􀁟􀁟􀀭􀀭 1 _______ .-----.-_-._...._.._. -_..,...__, --. 1_.._ -t--"l 􀁾􀀽􀀭􀀭􀀮􀀭􀀽􀁾􀀭􀀭􀀽􀁟􀀧􀁔�
� 􀁾􀁾􀀮􀀬􀁾􀀽􀀭􀁾􀁾􀀠􀀢􀁟􀀻􀀢􀂷􀁷􀁾􀀮􀁬..􀁾􀁟􀀭􀀭􀀮􀀠 􀁾􀀮􀀬􀀭 -----􀀮􀁾􀀭 ... 􀁾􀀭􀀭 ---_1·_< _____. ___•••_1 ___ .___ . VALUE EARNED THIS PERIOD $102,000.00 TOTAL AMOUNT OF WORK PERFORMED
$102,000.00 RETAINED THIS PERIOD TOTAL AMOUNT R.ETAINE Prepared and Submitted bY: $102,000.00 $102,000.00. $102,000.00 ___􀀤􀀱􀀰􀀲􀀬􀁾􀁰􀀧􀁰􀀺􀁾􀀰􀀠
89/64/2002 14:57 972&6&2713 TEXAS STERLING CONST PAGE 03 >.... , L, it):.!l Il; 􀀱􀀺􀁩􀁾􀁍􀀠 YUf\rtiLt 􀂷􀀩􀁮􀀮􀁩􀀬􀀮􀁪􀁩􀁾􀀺􀁟􀀠 DURABLE SPECIALTIES, INC. September 4. 2002 Texas Sterlip,g
Anthony Colombo, P.E. 2100 N. Loop 360 Suite 106a Grand Prarie, TX 75050 Subject: Arapaho Road -Phase I! Temporary Pedesl).'iall Lighting Item #309 DS1#202 Deal' Mr. Columbo; the order
for the BEGA Lighli1'l.g fixt\l.res {[tern Nc. :;:)9: ,>'as not proporly llbced with the distributor at the start ofthe project. TIus the dljli'o",l y of the 􀁮􀁸􀀻􀀺􀁵􀁲􀁾􀀮􀁾􀀠i. sched,tled
for early November. In order to substantially complete this 􀁰􀁲􀁯􀁪􀀧􀁾􀁣􀁴􀀬􀀠we an'. l"'I'li,;\jj:g the TO'l/11 of Addison to authorize Ii temporary lighting fIXture to bE: in,talled
lll!.ti.;, specified fi1<tum.i are rec<l'jYed. Attached is a catalog cut of the proposed 􀁴􀁾􀀠nlporary 􀁬􀀧􀁩􀀺􀀻􀀬􀁄􀀮􀀻􀀢􀁾􀀠'" 􀁔􀁨􀁡􀀺􀁊􀁾􀁶􀁯􀁵􀀮􀀠 􀀱􀁾􀀨􀀴􀁾 Jeffrey C. Bryan
, ... _ ...... .__._._--....' -----.\"""""....􀁾..."... P.O. BOX 381788 • OUNCj\NVII.LE, TX 751:38 . PHONE '·'Y'.",::;",6-63",. , cJ',X 1-978·780·74'11 
TEXAS STERLING CONST PAGE B4 􀀱􀀧􀁬􀀹􀀯􀀱􀀧􀁬􀁾􀀯􀀲􀁂􀁥􀀲􀀠 􀀱􀁾􀀺􀀠57 972&0&2713 rn . .. ,. ,-, .... . ' .." .", .. 
-----09/04/2002 14:57 9726062713 TEXAS STERLING CONST PAGE 85 Pole top luminaires with round symmetrieallight distribution from a shielded source Type: port} tOJ) Itlmlrn:trr£lS 101
'oadway. parking atQu and open 􀁰􀁾􀁥􀁳􀁬􀁲􀁩􀁡􀁮􀀠 BEGA Product It: 1'101110 lanoeollJ)e aruas, available in sJngfe, tWIt'l, Qr triple cooligu(211an:9, Project: !..vminal'8&, aMIS.
pole flx(onsiol'l and pOlea are 􀀡􀁮􀀨􀀹􀁧􀁦􀁡􀁾􀁤􀀠inlo n. Voltage: ('.oM9ivn UM, Housino: Two inter1tlCkinl) dig 􀁃􀁾􀁜􀀠all.)minl)m housinG's. HQa\oY 9i\uge Color: .060' splln nfuminllm
shade wilh (QUod Edgo, finished while inside. Options: Atmltiltsr. Arm is lnlfJQ13.1ly ale cast into lower Ivroil')aire housing Modified: iif)(j bolleO inln one 􀁰􀁾􀁥 􀁴􀁾􀁓􀁬􀀠aluml(rum
liUorlpole t!l(ren$lo{J wlm integral:'lip liu«t, FiUer slip 'its a 3' 0,0, pOlt top and is e8CUTfJo' by six HI) 3fJGi<et hf'Jdd &lalnless SJooei sat 8C'tl'Jr':ol Ihreaded !rllo lHainloJlli.
􀁾􀀮􀀬􀁬􀁪􀁬􀁬􀁬􀀱􀁡􀁥􀁲􀁴􀀵􀀮􀀠 EndotlJre: Hswol'Y glluge spur'\ aluminum tPecutar W1udi:ted reflector with 114" thick 􀀨􀀻􀀱􀁾􀁡􀁔􀀠tampered 􀁧􀀡􀁾􀁳􀀠st;Jaled and re!3jM:Cltlya one
pie<:e molC100 n60prene rwoer Qask&1 and 􀁾􀁩􀁮􀁧􀀮􀀠Fully gasketed for Wea1M( lighl Optl'rOlklo at tlll:.l hO\lslng us1ng a high Itml:Hn'aiure silicone rubtnn O-ring _ 􀁥􀀻􀀱􀁾􀁬􀁲􀁩􀁡􀁡􀁬􀀺􀀠Lampho
ldol"G ttre medium base PQrC9!iihh wllh nick,el olatet1 coppar scrow SMlll9upphed wUh 20 .(1: hIgh 14mlpera.ture !eacJa. r.aled 4KV, Sallnsts are iocalGd in Ihe b8.3e of !he salllc[Qd
BEGA pert) ltnO tlre 􀁾􀁶􀁡􀀡􀁬􀁡􀁢􀁦􀁥􀀠in 120V ur27iV, HPF -specily. Finish: SlandsrCl1jni3fj 15 an eight stflP PlOCe$S c.;:mslsnng ollwo coalsr}r b\a(!k nr while polyurethane-, one: with lipht t&Xlvre 01Jer 8 phtNPtltlie bas€. Custom COlom 3IJpplied On ,oeclal ordEn. V,I.. nmed. 5uilsbH) 'or 􀁷􀁾􀁬􀀠locafions. Pole lop luminaires
wilt} rein!orced spreader arm and 􀁰􀁯􀁾 6XIQnsion. 'Twlj"'f POle 100 luminaires at 18 '0 ,.riple poro top IUmlnajre:s 􀁾 12 "0 snp fils any 3' O,D, 􀁐􀁏􀀧􀁾􀀠lOP, Sper.UIa,f anodiled
aluminIum relleolOr, Speoify ooated lamps 10/' oplium performaflC9. Color: Black. Galla$i IOCQ1ed in 5' bull Dole l;i8.3e. a l«1rflll Lurnun A B C 1Ill018 Single 1 SOW E·17 Hl'S 4000
􀀱􀁓􀁾􀀠 ZlV. 47 V. &801MH 5l"Ole 1 100W ED-17 MH 8500 19'. 23* d7y.. iitoii--l,;j11 2: SOW E·17 HPS 5000 ,"', 47 47Xa -􀁕􀁦-􀁩􀁡-􀁍􀁴_􀀻􀀧􀂷􀁾􀀧􀀻􀀻􀀢􀀭􀀻􀀭􀀭􀀧􀂷􀀭􀀲􀀱􀀭􀀰􀀰􀁗􀀠w':1'7'MH"N'7000
IS'. 47 41'/J ..98035 Triple 3 SOW E·17 HPS 12000 19', 401)'. 47tA 98D3MH-·l;jpi;--·---3100W EO-17 MH 2SSOO ,9'. 􀀴􀀰􀁾􀀮􀀠 41% 􀀽􀀺􀀺􀀭􀂷􀂷􀁾􀁩􀀡􀀮􀀡􀁟􀀡􀀿􀁾􀂷􀁾􀁯􀁾􀁥􀀲􀁾􀁾􀁮􀁡􀀻􀁾􀀭􀀻􀀻􀁾􀂷􀁳􀁾
Psge 2MJ· BEGA/US 1000 SEG/\, Way, Carpinteria. ell 93013 (PJ 805,684'0533 [F) 805·664,6682 .cvP'yti9t>r eEGMJS 200 􀁾􀁴􀁉 􀁾􀁑􀁏􀀠
.. c i 􀀧􀁾􀀠 • ... 􀁾􀀠 ... 􀁾􀀠 '" • • 􀁾􀀠 _ 􀁾􀀠 M 􀁾􀀠 ... ... _ M ... 􀁾􀀠 '" '" _ M ... M ... _ ... M ... ... ... ...... .􀁾􀀠 :............ ... ,:. ..... i ... "" <If ... ...
I 􀁾􀀠 ,.1 :gi i j 8s 'af13o 􀁴􀁾􀀠 .¢i Is ... .... ... M 
• • ROADWAY INPROVEMENTS BIOTAB ARAPAHO ROAD-PHASeD MARSH LANE TO SURveYOR Bl.VD. 􀁥􀀮􀁾􀁉􀁎􀁅􀁩􀁅􀁒􀀧􀀸􀀠esTIMATE rr'" UNT "T. NO. DESCIltIM10H " I.N:T PRIC.IN WORDa UNIT ..... OTV.
,,. FUHOOh aM plett/6' 􀁾􀁄􀁉􀁤􀀠wtl!to 􀀱􀁨􀁯􀀱􀁭􀀩􀀱􀀱􀁉􀀬􀁵􀁬􀁬􀁾􀀠strlre L.F. • '"" ,,.I. 137 Fumls!l and 􀁾􀁯􀀠:.14· sold whitG therm:l 􀁦􀁴􀁾􀁃􀀠 to IJIr , • 10.00 242I. 1:18 1'l!
m :<!4"so.d ,, ,nlttltlo 110 bar LF. , 12.00 ".. '" FUfl'IIsh and oklee 4' $011:\1 slaw thof1ml'lllGt!cslr! " • 2.00 '" . Fumfsh and placo 􀁴􀁬􀁬􀁲􀁲􀁾􀀺􀁬􀁦􀁬􀁊􀁹􀀠.peelal shoring {'MlOT
'" I1li.M 403 S.F. 12,00 ,-'" , 􀁾􀁵􀁭􀁜􀀡􀁬􀁨􀀠Gnd 􀁰􀁢􀁾􀀮􀀠Cl,lfl\UlIlo 􀁊􀀧􀁬􀁴􀁡􀁬􀀯􀁬􀁨􀀧􀁾􀀬􀁗􀀡􀁬􀁊􀀠9rn:b.M'kI$ '" rootmaCgl!!ol C,Y, 415,00 15' , '" Futllfsh aoodBt& drltM
ahMls 􀀨􀀱􀁾􀁤􀁬􀁡􀁊􀀠 If. , ..'" ... '" S'lflloma'" IliJnilliltads! EA , 1000.00 , , ". 8' lnl8matf.lliJmlW41t &l n '" , , 000,00 ., '" Relt(l\'8 aM 􀀴􀀱􀀮􀁾􀁴􀀠etoeorn:rnhl 􀁪􀀧􀁊􀁑􀁾􀀱􀁬􀁏􀀠leI
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5,310_00 4,913 , • 3.00 Ls _ 9,0_0 • 9.40 S, 39,480.00 • B.19 • 3.00 S 10.55 • 11.00 􀀺􀁩􀁉􀁾􀀬􀀡􀀹􀁟􀀰􀀬􀁏􀁏􀀠 •-1JJ1.0 [JJ --􀁾􀀮􀀵􀁑 _$ 1?_OO • 3.40 $ 59,180.00 • :1-221 S 1.40 S
3.40 110.00 _31,570.00_ • 99.40 IS 89,00 S 110_00 ... 41.80 583,110.00 • 34.87[-' 28.57 S 41.80 12-80 􀀸􀀹􀀬􀀱􀁾􀀵􀀮􀀰􀀰􀀠 • 7.89 t S 1.00 , 􀀱􀁾􀁟􀀵􀀰 818_00 640.00 1,Ir.IO.OO • Is
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165.00 , 145.00 • 580.00. -' 149.6.0 $ 􀀱􀁾􀁦􀁬􀀬􀀰􀀰􀀠 • 􀀮􀁾􀁾􀀬􀁾 0.90 • 506.70 • 0.99 S 0.S5 , 1.25 􀀭􀁾􀀠"... PF. 3 or 4· Roaoway 
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PAVING, UTILITIES, SIGNALIZATION. AND STREETSCAPE BID SCHEDULE SUMMARY BID TAB AllAPAHO ROAD -PHASE n MARSH LANE TO SURVEYOR BOULEVARD .B) , 􀀮􀁾􀀱􀀠 BID e 􀁾􀁯􀁩􀁎􀁅􀁾􀁾􀁾􀁓􀀧􀁂􀁾􀁔􀁊􀁴􀀠_
.' TUI•.slllr\rl1g "" Albeen 􀁔􀁉􀁉􀀮􀁾􀀠 Il'" MoMlholt dlllli Bid &::bedlile &, Ducrirult.lu Tlllal Amounl Maluials & Services Construatian N. P&vma Co, ContntotillgLP Contt.CC. r.
ROlu:lway lmpl1lvementt S 1317936.25 $1,059673J)0 $.1,271,232.71) $1.315,654.:25 "'''.Mae, £1,346193.15 ll. Utlilly Improvements S 344,467.00 $311,47'.00 $3.20,aao.OIi S268.001.i'C S,:li1o.34US
"""',()!9,,,1 m. SlBnalh:.tloo ud Ligbtln.g Improvemenh S 304 500.75 S429,365J)0 $.36,1,2.1e.00 .S..:i,j! tS.104.50 $aU,!&4.00 $4(15,421.501 IV. Stretlaeape Improvemenls S 316962.50
S342,090.00 IDl,473J1tt $3!1i',il5l'l:..25 $f20Ma.16 $3904,,27.151 TOTAL BID FOR 5CREDULES I 􀁾􀀠IV "TOTAL OF STANDARD BID (A): S l".1-43,366.50' t1.2SG,3U,7$ ...........,., U.,1.12.102.00
􀁳􀀺􀀻􀁺􀁴􀀱􀀬􀁾􀁲􀀮􀀲􀀱􀀠 ..........." 􀁾􀀮􀀠 A_ 51.241,319.41 ""'.7UlS $397,621.40 $$31U1iUi6 .'" ."'........ .,.. I WRITTEN IN WORDlk __________________ TOTAL OF TIME BID: 􀀨􀁾􀁮􀁤􀁬􀁬􀁴􀁄􀁡􀁹􀀧􀀩
􀀠 2001 210r----mmm--Uio[ 3151 3901 TOTAL OF CALENDAR DAVS X53,000 (B): 0.00 r. eoo:ooo.oo h 810,ooa,OO I$ m m -900,000:001-, ------1;126;000:001$ 1,11&,000,00] BASIS FOR COMPARISON
OF BIDS: (A) +(B). TOTAL BID: 2,,343,866.50 $i772.6oiool $3.,oo.381.75C-G3;3i.6;5iJ6:70J$ --3;400;937:21 111 3.615,.\39.10 I I!21li.il L All 􀁩􀁴􀁥􀁭􀁾􀀠labot, materillll. equipment.
raeilitiel, inCtlieuua. and wotit rtli,uirtd fur coost.ruction oftht: projtet are 10 bt pro'lided ud imtI!llI':d by Olt CaU1l'llctet as part of the projeel&nd payment for tho cost of
such shall be iru:!uded in the pritt: bid fbr the CCJ1S!nItliCl1 ofOlt project 2. PrWe5 mu51. be sh!JW1t in words &:Ild Ilguru for etlch ltm li.tted in thi. Plopmal. In the e'tl::nt
otditcrepatle:y, the words shall Control. 3, It iSlIndmtood tho tho Bid SetUOIY thaI! be cclIemd and retained by the Owner Ii liquidated damaFI CWM It eonlnlct i& made by the Owner bued
on this prtlJ'XlHl WMin nicety (90) cufendar days after roc bids and 1M 􀁵􀁮􀁾􀁴􀁤 filii 10 txecute the contract and ffilUired bonds: within ten (10) days from thl the Contraclor is
notified and has 􀁲􀁾 the conformed documtnta. After thi, P' been executed and the requited bonds have been submitted. the $lid Bid Seeurily undmiglcd upon dcmlUUi.,.•.. 4. One eontnict
will be lwarded bnset! on the lata! wll.Ie ofitems 1 through IV, (A). pius (ll). Bidden Tax ID. No. or Employer No. 􀁃􀀺􀁬􀀱􀁴􀀺􀁾􀁴􀁬􀁉􀀮􀁉􀀺􀁫􀀩􀁾􀀠 j of 1 • Summal"/
PUBLIC WORKS DEPARTMENT (972) 450·2871 Post Office Box 9010 Addison, Texas 75001-9010 16801 Westgrove February 25, 2002 Dear Property Owner: The Town ofAddison has entered into a contract
with Texas Sterling Construction, Inc. to perform the construction ofArapaho Rd. from Marsh lane to Surveyor Blvd. The alignment for this new road way passes over Realty Road. The contractor
received a Notice To Proceed that is effective March 15,2002. Construction will begin at that time and should be completed by the end of September 2002. At least one point ofaccess will
be maintained to your properties at all times. During construction, Lindbergh drive will be narrowed down to 1 II' lane in each direction. Should you have any questions or concerns regarding
the replacement ofthe water line, please feel free to contact me at 972-450-2860. Your consideration in this matter is greatly appreciated. Sincerely Luke Jalbert Project Manager Public
Works Cc: Chris Terry, Assistant City Manager Jim Pierce, Assistant Director of Public Works • ,Steve Chutchian, Assistant City Engineer 
Page 1 of 1 Steve Chutchian From: CWa1l10077@aol.com Sent: Tuesday, September 24, 200211 :18 AM To: schutchian@cLaddison.tx.us; DWlLDE@CI.ADDISON.TX.US;JHOLDER@HNTB.COM; LJALBERT@CI.ADDISON.TX.US
Subject: Arapaho Road-Phase 11-Additional Work Sir: Find enclosed for your use some pricing infonnation with regard to some extra work on the subject project as follows: 1.) Slope Paving
@Y Inlets 34/sy $SS.OO/psy $1,870.00 2.) Guard Rail @TXU Drive 601l.f. $3S.00/1.f. $2,100.00 3.) Cable & Post 1001l.f. $16.00Ilf $1,600.00 4.) Electrical Work @Surveyor Blvd 1II.s. $3,720/1.s.
$3,720.00 Total = $9,290.00 Your approval on the aforementioned should complete all of these outstanding issue for the project. Sincerely. Texas-Sterling Construction, LP Carl D. Wall
Project Manager ..I 9/25/2002 
Steve Chutchian " From: Luke Jalbert Sent: Thursday. September 12.20022:17 PM To: Minok Suh; Randy Moravec; Steve Chutchian Subject: nw electrical service We had to add 2 new electrical
services for the signal lights on Arapaho road. the addresses and account numbers are 4001 realty/arapaho 685 6681 991 3701 Realty/Arapaho 685 6712 994 These service shOUld come online
late next week. If I need to do anything else to sellhese uP. please let me know. •, 1 
Page 1 of 1 Dave Wilde From: CWa1l10077@aol.com Sent: Thursday, September 12, 2002 1:36 PM To: JHOLDER@HNTB.COM; LJALBERT@CI.ADDISON.TX.US; DWILDE@CI.ADDISON.TX.US Subject: Arapaho Road-Phase
II Dear Sirs: The intent of this letter is to notify you of the delays to our subcontractors, work on the subject project due to Oncor waiting until the last minute to pull cables and
provide power sources. Oncol's Mr. James E. Davis was notified at the time of our notice to proceed that the site would be ready for his work the week of the 19th through the 30th of
August. Furthermore, Oncor's poles and Oncor's subcontractor (Mastek) continue to delay placement of sodding and landscape items. Your attention with regard to this issue would be appreciated.
Sincerely, Texas Sterting Construction, LP Cart D. Wall Project Manager , " 9112/2002 
Page 1 ofl Steve Chutchian From: CWaII1OO77@aol.com Sent: Tuesday. September 17. 2002 4:41 PM To: schutchian@ci.addison.tx.us; DWlLDE@CI.ADDISON.TX.US; LJALBERT@CIADDISON.TX.US Subject:
Araphaho Road Phase II Steve: We appreciate you meeting with us on Sept. 13. 2002. with regard to final completion ofthe subject project. Based on our understanding. the Town of Addison
has agreed to stop lime on the project as of Sept 13. 2002 and subsequently award a bonus to Texas Sterling Construction. LP of 34 days as best describe in the contract documents. Also.
Texas Sterling Construction, LP will continue to finish minor punch list items and ongoing minor changes to Y inlet riprap. guardrail, hydromulchlng and guard fence. Furthermore. we
would like to exlend a formal invitation of you and your staff for our Summer Bash Barbecue for some food and drinks (Soft Drinks Only) at 3:00pm on Sept. 20. 2002 at the corner of Arapaho
Road and Surveyor Blvd. Slncerely. Texas Sterling Construction, LP Corl D. Wall Project Manager , ... 9/1812002 
Steve Chutchian To: Michael Murphy Subject: Arapaho Rd., Phase II Status The construction phase ofthe extension of Arapaho Rd., from Marsh Ln. to Surveyor Blvd, is nearing completion.
The contractor is currently finalizing a punch list of items to be completed this week, with the following items to be noted: a. The luminaries for the pedestrian lighting system are
not scheduled to be shipped to the contractor until November 2002. In the Interim, the contractor has installed temporary luminaries to provide necesarry parkway illumination. We are
planning to hold the Contractor's retainage until such time as the pedestriam lighting issue is resolved. b. Several minor improvements, such as concrete rip-rap, hydro-mulching parkways
(and the Nile property). sod replacement, etc. is scheduled to be completed by Friday moming. This will result in the Contractor being awarded incentive pay, based on 34 days @$a.OOO/day
'" $102.000. The incentive pay will also be retained until November 2002. c. Oncor is scheduled to to have the street lights operational by the middle of next week. and all metering
facilities are currently in place. d. At the intersection of Arapaho Rd. and Surveyor, signal poles and mast arms are installed. and will become operational at the completion of the
third phase of the Arapaho Rd. extension. The Town has coordinated with the U.S. Postal Service to transfer the street designation from Realty Rd. to Arapaho Rd. approximately October
1. 2002. Our staff is working with Sharon Bell to generate a notice to adjacent owners. This notice will clarify the transition in street names and will also be sent to other agencies.
such as UPS, Mapsco, etc. Steve C. .,. 1 
The Arapaho Road Extension is NOW OPEN! Thanks for your patience! Don't forget to change your address from Realty Way to Arapaho Road. Change takes place on October 1, 2002 
I 1\ I'i: ".:a 
::-:􀀧􀀭􀀢􀀭􀀭􀀢􀀧􀀭􀀬􀀭􀁾􀀠 􀁾􀀮􀀧􀁾􀀮􀀠􀁾􀀧􀀧􀀧􀀧􀀠
MOISTURE/UNIT DRY WEIGHT TEST REPORT Proiect Name: Realty Road Client Name/Address: TX Sterling Construction Addison, TX Client Contact: Carl Wall Grand Prairie, TX Subcontract Number:
Project Number: iMas-Tek Project No: 9-028-a iSample Collection Date: 7/23/02 Report Date: 7/30/02 iSample Source: Site Soil Compaction Curve No.: Sample Description: Grayish Tan LMTRD
Sieve Data: USCS Classification: None ASTM 0-2487 :Test Procedure: Standard, ASTM 0-698, Method A Technician: Prep. Method: Dry Rammer: Manual Specific Gravity Gs 2.65 (estimated) Liquid
Limit Plastic Limit Plasticity Index % -# 200 12 15 100.8 pcfiOptimum Moisture Content: 23.8 % I I I ! , ! ! i 􀁾􀀠 i \ .1 r I \ \: II ... I \ I \. I ! I , I 10.0 15.0 20.0 25.0 30.0
MOISTURE CONTENT (Ok By weight) 'nhen 􀁍􀀺􀀺􀁉􀁾􀁏􀁦􀁬􀀮􀀠 Materials􀁾􀁡􀁴􀁯􀁲􀀠 MAS -T EK Engineering Assoc., Inc. 
Materials Coo CONCRETE CYLINDER TEST REPORT Projed Name Realty Road Addison, TX Subcontrad Number Report Number 02-00732 Client Name/Address TX Sterling ConsirUction Contact Carl Wall
Ft Worth, TX Mas-Tek ProJ:5':!l':mber Sample 􀁃􀁯􀁬􀁬􀀮􀁣􀁴􀁩􀁯􀁾Date ReportDate 8-8-0 8-19-02 ........-Lonerete :supplier Field Technician IMC Steve Stewart 􀁾􀁭􀁰􀁬􀁥 k1!eati/{',l
. avmg ealty . & BUSUless St. PJant# TruckNo. 􀁔􀁾􀀡􀁷􀀸􀁲􀁯􀀧􀀸􀀢􀀠 T\r.:2e8 􀁓 􀁁􀀧. 􀁾􀁬􀁥􀁤􀀠 􀁔􀁩􀁦􀁦􀁩􀁢􀁂􀁬􀀮􀁾􀀮􀁤􀀠 􀁍􀁍􀁾􀁡􀁣􀁫 .􀁣􀁾􀁙􀀧􀁩􀀳􀁾􀁾􀁥􀁭􀁰􀀮􀀠 􀁁􀁾􀁾􀁗􀁥 􀁗􀁥􀁡􀁴􀁾􀁾􀁲
Conditions 9 e ellS Sunn . Materials Cement Coarse Aggregate Intermediate Aggregate Fine Aggregate Admixture 􀁅􀁊􀁬􀁴􀁲􀁾􀁥􀁤 Air :>,6°0 Water Added? Yes or No Quantity of added water
Comments Curiug Method: Lime Diameter: 6.00" i Cross-Sectional Test Method: Lab. Technician Saturated Curing Tank Length: 12.00" ,Area: nOOSq. in ASTMC-39 ...Specimen Age Date ; Slump
I Total Load Area of Compressive Specified Strength j i i No. (days) Tested ' (inches) i (llis) Std. ' Strength (psi) 7496 a 2 8-10 3.5" 80,340 28.27 2841 b 7 8-15 114,455 , " 4050 ,
c 28 9-5 d 28 9-5 i i I , i I .. .". ..r. " " " " ".. .. i .. I .. (psi) 4000 Reviewed 􀁂􀁹􀀺􀁾__..Jo.II MAS-TEKEngineeriug & Assoc.,Inc 2550 Bccldeymeadc, Suite lOS, DaIIa,<, Texas
75237 (Ph) 9721709-7384 (fax) 972-709-7385 
CONCRETE CYLINDER TEST REPORT Project Name Realty Road Addison,IX Subcontract Number Report Number 02-00656 Client Name/Address IX Sterling Construction Contact Carl Wall Ft Worth, IX
Mas·􀁔􀁥􀁫􀁐􀀢􀀡􀀱􀁥􀁣􀁴􀁾􀁵􀁭􀁢􀁥􀁲􀀠 Sample 􀁃􀁯􀁾􀁾􀁴􀁩􀀰􀀸􀀺􀀠Date I Report Date -02 -a -1-2 8-14-02 (;oncrolo lSuppuer Field Technlcilm Made by Contraetor 􀁾􀁭n􀀮 􀁊e􀀺 􀁬􀀪.􀀬y􀁣o􀁡n􀁴
􀁩􀁾a􀀠rsh & Realty.fac.m gwarehouse Plant # TruckNo. Ticket No. Time Sampled Time Batched MlxLD. Concrete Temp. Air Temp. Weather Conditions Materials Cement I Coarse Aggregate Intermediate
Aggregate Fine Aggregate Admixture Entrained Air Water Added? Yes or No I Quantity of added water Comments ContractornotifiedM.s -Iekon 7-17-02. Ihecylinder were PIU on 7-17-02@7:45
AM Curing Method: Lime , Diameter: 6.00" Cross-Sectional ITest Method: : Lab. Technician Saturated Curing Tank i Length: 12.00" Area: 7200 Sq. in ASTMC-39 i Specimen: Age Date Slnmp
TatalLoad Area of Compressive Specified Strength No. (days) Tested (mches) (Ibs) Std. Strength (psi) (psi) I 7420 a 6 7-17 N/A 117,865 28.27 4170 4000 b 7 7-18 I " C 7 7-18 " d ef !
7 28 7-18 8-8 " " .,. f 28 .. 8-8 " g 28 , 8-8 " " : " .. , .. " " " Reviewed By: __􀁾􀁓􀁷􀁴􀁥..􀁰.􀀡􀁕􀁬􀁨􀁥􀁩􀀺􀁡􀀮􀁮􀁵􀁍􀁮􀁣􀁾􀀺􀁬􀀮􀁬􀀺􀁾􀁩􀁕􀁬􀁊􀁬􀁟􀀠 MAS·TEK Engineering & Assoc.,
Inc Materials Coorar2550 Becldeymeade, Suite 105, Dallas, Tex"" 75237 (Ph) 972n09-7384 (fax) 972-709-7385 
CONCRETE CYLINDER TEST REPORT Project Name Really Road Addison, IX 􀁾􀁾􀁾􀀠 Subeontract Number IReportNumber 02-00710 􀁾􀁾􀁾􀀭􀀭􀀭 Client NamelAddress IX Sterling Construction 􀁾􀀠 Contact
Carl Wall Ft Worth, IX I Mas-Tek 􀁐􀁾􀁥􀁣􀀡􀁲􀀭􀀺􀁵􀁭􀁢􀁥􀁲􀀠 ISample 􀁃􀁯􀁾􀁥􀁣􀁴􀁩􀁯􀀦􀁄􀁡􀁴􀁥􀀠 Report Date 02 -0 -a -308-14,-onerete 􀁾􀁵􀁰􀁰􀁊􀁪􀁥􀁲􀀠 Field Technician Steve Stewart
􀁾􀁭􀁰􀁬􀁥 itC§atiyt' LMC avmg ta. eally & Marsh Plant # 7 I 􀁔􀁬􀀧􀁏􀁾􀁾􀁎􀁯􀀮􀀠 I 􀁔􀁾􀁦􀁦􀁈􀁾􀀧􀁬􀁩􀀠 Mil:LD. 􀀭􀁾􀀭􀀭 􀁔􀁾􀀸􀁓􀁰􀀢􀀡􀁦􀁬􀁣􀁤􀀠 I 􀁔􀀧􀀦􀁯􀁾􀁾􀁥􀁤􀀠 􀁃􀁾􀁗􀁥􀁾􀁬􀁥􀁭􀁰􀀮􀀠
I AiJ'Bmp. Wef<ther Condition, 7 e ees 4 egrees Coudy Material. Cement Coarse Aggregate i Intermediate Aggregate Fine Aggregate Admtrtllre I 􀀧􀁳􀁾􀁾􀁲􀁴􀀧􀁥􀁤􀀠Air Water Added? Yes
or No No Quantity of added water Comments Curing 􀁍􀀮􀁴􀁨􀁾􀁤􀀺 Lim. IDiameter: 6.00" JCross-Sectional Test Method: Lab. Technician 􀁾􀀭􀀭􀁾􀁾􀀭 Saturated Currn: Tank Specimen I Age
No. ,(days) Length: 12.00" Date i Slump Tested ; (inches) Area: 72.00 Sq. in I Total Load ! ! I (lbs) ASTMC-39 Area of i Compressive Std. IStrength (psi) I , Specified Strength (psi)
' i 7474 • 7 8-6 6" 93,775 28.27 3310 4000 b 7 8-6 104,835 " 3710 c 28 8-27 " d 28 8-27 .". , .. .... 􀀭􀁾􀀠 1 .. .. , .. " .". I j .. " REM_edRy. MAS-TEK Engineering & Assoc-, Inc 2550
Beckleymeade, Suite 105, Dallas, Texas 75237 (Ph) 9721709-7384 (fax) 972-709-7385 Ron Pleasar-l
CONCRETE CYLINDER TEST REPORT Project Name Realty Road AddisOIl, TX Subcontract Number : Report Number 02-00711 ClientNamelAddress TX Sterling COtllltruction. Contact Carl Wall Ft Worth,
TX Mas-TekProJect,fIUlnber I Sample 􀁃􀁏􀁾􀀧􀀺􀀧􀀺􀁬􀁧􀁾􀀸􀀲􀁄􀁡􀁴􀁥 : Report Dat. -02 -a , 8-14-02 t.:oncrete ,,"uppner I Field Technician "LMC Steve Stewart 􀀭􀁾􀀠 􀀬􀀬a􀁾􀁥g􀁀􀀢e􀁾􀁡􀁾
􀁯ty􀁮 Rd. WestBound SU!. 24+00 P}ant# I Tl}'3?;" No. I 􀁔􀁾􀁦􀁦􀁾􀀱􀀱􀀧􀀿􀁩􀀠 T!f9.Je 􀁓􀁡􀁾􀁬􀁥􀁤􀀠 hed i MixLD. : 3A i TiP:ll'oBltr "'Cga'j)eetger eTeesm p. I 􀁁􀁾􀁲􀀸􀁢􀁾􀁊􀁥􀁥􀁳􀀠
I 􀁗􀁥􀁾􀁦􀀶􀀧􀀺􀁊􀁲􀁯􀁮􀁤􀁩􀁴􀁩􀁯􀁮􀁳 Materials 'Cement I Coarse Aggregate Intermediate Aggregate Fine Aggregate i Admixture 􀁅􀁮􀁾􀁲􀁴􀀧􀁥􀁤 Air 5. 0 Water Added? Yes or No I Quantity
ofadded water Comments Curing Method: Lime Diameter: 6.00" Cross-Sectional Test Method: ILab. Technician Sawrated Curing Tank Length! 12.00" Area: 72.00 Sq. in ASTMC.39 Specimen ! Age
Date Slump Total Load Area of ! Compressive Specified Strength No. (days) Tested (inches) (Ibs) Std. Strength (psi) (psi) 7475 a 1 8-6 S.sll 99,320 28.27 -3510 4000 b 7 8-6 99,270 n
3510 c 288-27 n d 28 8-27 " n .. .. -:; " " i .. . .. , . .. " . .. i I .. .' Ron Pleasant ff eM I Manager MAS-TEK Engineering & Assoc.,Inc 2550 Beckleymeade, Snite 105, Dallas, Texas 752Yl (ph)
9721709-7384 (fax) 972-709-7385 
--CONCRETE CYLINDER TEST REPORT Project Name Realty Road Arlington, IX Subcontract Number I Report Number 02-00612 Client Name/Addres. IX Sterling Con.struction Contact Carl Wall Ft.
Worth, IX Mas-Tek 􀁐􀁲􀁾􀁾􀁤􀀧􀀱􀁾􀁾􀁢􀁥􀁲􀀠 Sample 􀁃􀁯􀁾􀁥􀁾􀁯􀁮 Date Report Date -2 -02 7-16-02 Revilled 8-5-02 Loncrete "uppner Field Technician LMC Rick Hayes -Spm1}}e Location
av g turn lane@Realty, 300' East ofMarsh Plant # 􀁔􀁩􀁬􀁬􀁾􀁾􀁎􀁯􀀮􀀠 􀁔􀁩􀁹􀁦􀁦􀁾􀁾􀁴􀀠 􀁔􀁦􀁴􀁥􀁾􀁡􀁾􀁥􀁤 TY3e BatcllEd 􀁍􀁾􀁌􀁄􀁟I :0:> p, :22 A. C3n'j5ete Temp. W8:ther Conditions
3 egrees 􀁁􀁦􀀸􀁾􀁾􀀠 lear Materials 'Cement Coarse Aggregate Intermediate Aggregate Fine Aggregate Admixture 􀁅􀁊􀁦􀁾􀁥􀁤􀁁􀁩􀁲􀀠 Water Added? Yes or No No Quantity of added water N/A
..Comments Curing Method: Lime Diameter: 6.00" Cross-Sectional ITest Method: : Lab. Technician SaJurated Curing Tank Specimen I Age Length: 12.00" Date i Slump Area: 72.00 Sq. in Total
Load AS1MC-S9 I Area of I Compressive Specified Strength No. (days) Tested : (inches) (lbs) Std. Strength (psi) (psi) 7376 • 7 7·5 S.on 100,591 28.27 , 3560 , 4000 b 7 7-5 98,752 ..
3490 c 28 7-26 115,535 .. 4090 d 28 7-26 116,545 .. , 4122 " " 4, " " " , " I .. ! " " .". Reviewed lIy: Ron Pleasant/J MAS-TEK Engineering & Assoc., Inc CMT Manager 2550 Becldeymeade,
Suite 105, Dallas, Texas 75237 (Ph) 9721709-7384 (fax) 972-709-7385 
MOISTURE/UNIT DRY WEIGHT TEST REPORT Project Name: Realty Road Addison. TX iClient Name/Address: TX Sterling Construction Client Contact: Carl Wall Grand Prairie, TX Subcontract Number:
Project Number: Mas-Tek Project No: 9-028-a ISample Collection Date: 7/23/02 Report Date: 7/30/02 Sample Souree: Site Soil Compaction Curve No.: Sample Description: Grayish Tan LMTRD
Sieve Data: USCS Classifieetion: None ASTM 0-2487 , Test Procedure: Standard, ASTM 0-698, Method A Technician: 1 Prep. Method: Drv Rammer: Manual Specific Gravity Gs -2.65 (estimated)
i Liquid Limit Plastic Limit Plasticity Index % -#200 I 27 12 15 Maximum Dry Unit Weiqht: 100.8 pcflOptimum Moisture Content: 23.8 % 109 I , , 1 i I i i 1\ I I I , I i i I I ! i \ !
! ! ! I i ! L" rop vqlo LI e , 104 /' ! i I 􀁾􀀠 ! i ! \1 ! ! i , 'i \ -... ! r .s, , 1; I ! , /􀁾􀀠 '" 99 , ;z , i us 􀁾 , Q i 1;: i 􀁾􀀭iI i I \\ I Q f , II .! i \ , .. 􀁾􀀠 I ! \
! I I , I r\ 94 i I [\ ! , I " I i I I 89 I ! i 0,0 5,0 10,0 15,0 20,0 25.0 30.0 MOISTURE CONTENT (% By 􀁷􀁷􀁾􀁩􀁧􀁨􀁴􀀩􀀠 Mate r ials 􀁣􀁾􀁥􀁯􀁲 MAS -T EK Engineering Assoc., Inc. 
CONCRETE CYLINDER TEST REPORT Project Name Realty Road Addison, TX ...Subcontract Number I Report Number 02-00732 Client Name/Address TX Sterling Construction I Contact Carl Wall Ft.
Worth, TX Mas-Tek 􀁐􀁲􀁾􀁾􀁲􀀭􀁾􀁭􀁢􀁥􀁲􀀠 Sample 􀁃􀁯􀁾􀁣􀁲􀀮􀀰􀁮􀀠Date ReportDate -·02 8·19·02 f..:oncrete I>uppner Field Technician Steve Stewart 􀁓􀁾􀁾􀁥􀁾􀁡􀁴􀁩􀁾􀀧􀁁􀀠 . LMC a:
g alty . & Busmess SI PJ""t# TrnckNo. TimAfo'ii "'T\r:e 􀁓􀁡􀁾􀀡􀁤􀁥􀁤􀀠 'f1f::l J'O 􀁂A􀁡.􀁴 􀁾􀁥􀁤 i 􀁾􀁴􀁾􀁡􀁣􀁫􀀠 Cgn'i')ete Temp. :28 A. ALr 15m p. Weather Conditions . I egrees
9 egrees Sunny. Materials Cement Coarse Aggregate Intermediate Aggregate -Fine Aggregate Admixtnre 􀁾􀁴􀁲􀁾􀁥􀁤􀁁􀁩􀁲􀀠 i .6 , Water Added? Yes or No Quantity of added water Comments
Curing Method: Lime Diameter: 6.00" Cross-Sectional Tesl Method: Lab. Technician Saturated Curing Tank Length: 12.00" Area: 72.00 Sq. in ASTMC-39 Specimen Age Date Slump TolalLoad Area
of Compressive ! Specified Strength No. (days) Tested (inches) (lbs) Std. Strength (psi) (psi) i 7496 a 2 2 8·10 3.5u 80,340 28.27 2841 4000 b 7 8·15 114,455 n i 4050 c 28 9-5 n d 28
9·5 n .. • .i. n , n n n ".. .. . .. I n Reviewed By: Stephen 􀁍􀁾􀀠 􀀭􀀺􀀺􀁍􀁾􀁡􀁴􀁥􀀮􀁷􀀻􀁮􀁾􀂷􀁡􀁬􀁾􀁳􀁃􀁾􀁯􀀭􀁬􀁖􀁬􀁯􀁾􀁲􀁾􀁬􀁦􀁬􀀸􀁦􀀨􀁾􀁯􀁲􀀮􀀮􀀭􀀮􀁲 MAS-TEK Engineering & Assoc.,
Inc 2550 Becldeymeade. Suite 105, Dallas, Texas 75237 (Ph) 972n09-7384 (fax) 972-709-7385 
CONCRETE CYLINDER TEST REPORT Project Name Realty Road Addison,IX Subcontract Number Report Number 02-00656 Client Name/Address IX Sterling Construction Contact Cad Wall Ft. Worth, TX
􀁍􀁡􀁳􀀭􀁔􀁥􀁫􀁐􀁲􀀧􀁬􀁩􀁾􀁲􀀭􀀺􀁭􀁢􀁥􀁲􀀠 Sample 􀁃􀁏􀁾􀀧􀀺􀁬􀁙􀀿􀀶􀀧􀀲􀁄􀁡􀁴􀁥􀀠 Report Dat. 8-14-02 <..oncrete <>uppner I Field Technician Made by Contractor 􀁾􀀮􀁦􀀮e􀁉 􀁾􀁣B􀁡Y
􀁴o􀁩n 􀁋􀁴􀁲􀀠sh & Realty, [acm. g warehouse Plant # Truck No. Ticket No. Time Sampled Time Batched MixI.D. Concrete Temp. Air Temp. Weather Conditions Materials Cement Coarse Aggregate
Intermediate Aggregate Fine Aggregate Admixture Entrained Air Water Added? Yes or No Quantity of added water Comments Contractor notified Mas -Tek on 7-17-02. The cylinder were PIl.J
on 7-17-02 @7:45 AM Curing Method: Lime Diameter: 6.00" Cross-Sectional Test Method: Lab. Technician Saturafild Curing Tanir. Length: 12.00" Area: 72.00 Sq. in ASTMC-39 Specimen Age
Date i Slump Total Load No. (days) Tested I (inches) (lbs) 7420 a 6 7-17 ! N/A 117,865 b 7 7-18 c 7 7-18 18 d 7 7-18 ef 2& &-8 f 2& 8·8 g 28 , 8-8 Area of Compressive SpecBred Strength
Std. Strength (psi) (psi) 28.2q 4170 4000 .. " i " • " .. n .. .. " " " " n I " ! Reviewed BY' __.S....t..ep.r-a-h..e.l...l...o􀁉􀁮􀁍􀁡􀁲􀀻􀁁􀀮􀀮􀀻􀁬􀁳􀁵􀀻􀀮􀁌􀁾􀁾􀀠 MAS-TEK Engineering
& Assoc., Inc Materials CoorGr 2550 Becldeymeade, Suite 105, Dallas, Teu.• 75237 (Ph) 9721709·7384 (fax) 972-709-7385 
CONCRETE CYLINDER TEST REPORT Project Name Realty Road Addison, TX Subcontract Number Client Name/Address TX Sterling Construction Ft. Worth, TX I ReportNnmber 02"()O710 I I Contact
Carl Wall 􀁾􀀭􀀧􀀭􀁾􀀭􀀭 􀁍􀁡􀁳􀀭􀁔􀁥􀁫􀁐􀁲􀁯􀁪􀁾􀁲􀀬􀁩􀀧􀁭􀁢􀁥􀁲􀀠 I Sample 􀁣􀁯􀁾􀁾􀁧􀁾􀀦􀁄􀁡􀁴􀁥􀀠 Report Date 8-14-02 ,-oneret. "uppner LMC 􀁓􀁾a􀁰vm􀁬􀁥g 􀁾􀂧􀁡t􀁴a.􀁬 􀁷eally &
Marsh 􀁾􀁮􀁴􀀣􀀠 , 􀁔􀀧􀁩􀀬􀀦􀁾􀁎􀁯􀀮􀀠 Field Technician 􀁔􀁩􀁦􀁭􀁦􀀲􀁾􀀠 Steve Stewart .._-TflfSmled .8 , 􀁔􀁭􀁽􀁬􀀾􀁾􀁾􀀠 MixLD. 􀁃􀀬􀁾􀁾􀁴og􀁥reTeesm p. 􀁁􀁩􀁊􀀴􀀱􀀵􀁾􀁊􀀧􀁥􀁥􀁳􀀠
WcrotJ:fv< Conditions Materials -Cement Coars. Aggregate Intermediate Aggregate Fine Aggregate Admixture 􀀧􀁦􀁾􀁲􀁗􀀧􀁥􀁤􀀠Air -Water Added? Yes or No No Quantity of added water 􀀭􀀭􀁾􀀭􀀧􀀭􀁾􀀭􀀭
Comments Curing Method: Lime Diameter: 6.00" !Cross-Sectional Test Method: , Lab. Technician Saturated Curing Tank Length: 12.00" IArea: 72.00 Sq. in ASTMC-39 . ---L Specilnen Age Date
I Slump Total Load No. (days) Tested (inches) (lbs) 7474 a 7 8·6 6" 93,775 b 7 8·6 104,835 c c 28 8-27 d 28 8-27 i '! 'I , i I I I i Area of Compressive 􀀢􀁾􀁾􀀭 Specified Strength Std.
Strength (psi) (psi) 28.27 3310 4000 .. 3710 .. n • .-----n " 􀁾􀁾􀀮􀁾􀀠 I .. .. .. " .. ! .... n .. .. i i , ReViewed Jly: MAS-TEK Engineering & Assoc., Inc 2550 JleckJeymeade, Suite
105, DaDas, Texas 75237 (Ph) 972n09-7384 (fax) 972-709-7385 Ron Pleasar+ 
CONCRETE CYLINDER TEST REPORT Project Name Realty Road Addison, TIC Subcontract Number Report Number 02-00711 Client Name/Address TX Sterling Construction Contact Carl Wall Ft Worth,
IX Mas-TekProJectl':umber Sample 􀁃􀁯􀁾􀀱􀁊􀀿􀀦􀁄􀁡􀁴􀁥􀀠 ' Report Date -0 -02 -a I 8-14 2 ,-oncrete "uppller Field Technician Sreve Stewart "mavmg pl'1 􀁾􀁾􀁡􀁾􀁯􀁮􀀠 LMC e ty Rd. West
Bound Sta. 24-+{)() Piant # TflSfNo. 􀁔􀁾􀁫1􀁥􀁴1􀀱9􀀱4􀁾􀀧 􀁔􀁾􀀮􀁓􀁡􀁷􀁬􀁥􀁤 􀁔􀁾􀁂􀁡􀁴􀁣􀁢􀁥􀁤 MixLD. :33 A. : o A.M. 􀁃􀂧􀀸􀁾􀁴􀁥 Temp. 􀁁􀁬􀁲􀀺􀁴􀀵􀁾􀁩 WeatbJl Condition. grees
78 e ees cia y Materials Cement I Coarse Aggregate IIntermediate Aggregate Fine Aggregate WaterAdded? Yes or No Comments ! Admixture I Quantity ofadded water • Entrained Air I 5.0% Curlug
Method: Lime Diameter: 6.00" Cross-Sectional Test Method: : Lab. Technician Saturated Curing Tank Length: 11.00" Area: 72.00 Sq. in ASTMC-39 I Specimen! Age Date Slump I Total Load No.
(days) Tested (inches) : (Ib,) 7475 a 7 8-6 5.5" 99,320 b 7 8-6 99,270 c 28 8-27 : d 28 8-27 1• Area of Std. 28.27 .". " " " " " " ".. " " " Compressive Specified Strength Strength (psi)
(psi) 3510 4000 3510 1 , Ron Pleasant tf Reviewed By: eM I Manager . MAS-TEKEngineerlug & Assoc., Inc 2550 Beckleymeade, Suite 105, Dallas, Texas 75237 (Ph) 9711709-7384 (fax) 972-709-7385

CONCRETE CYLINDER TEST REPORT Project Name Realty Road Arlington, TX Subcontract Number I Report Number 02-00612 Client NamefAddre.s TX Sterling Construction ! Contact Carl Wall 􀁾􀀭
Ft Worth, TX I Mas-Tek PrW$1r-!""ber Sample 􀁃􀁯􀁾􀁾􀁯􀁮 Date i Report Date ·2 -02 7-16-02 Revised 8-5-02 ,-,,,ncrete "uppuer Field Technician ruck Hqes 􀁾􀁶􀁅􀀡􀁥 Lucation !MC a gtumlane@Realty,300'
EastofMarsh 􀁾􀁮􀁴􀀣􀀠 􀁔􀀧􀁩􀀧􀁏􀁾􀁾􀁎􀁯􀀮􀀠 􀁔􀁾􀁲􀁦􀁍􀁾􀁴􀀠 Ti 􀁥􀁓􀁾􀁥􀁤􀀠 􀁔􀁩1 􀁭 :􀁥2 􀀬A􀁡 􀁴􀁾􀁤􀀠 􀁾􀁌􀁄􀀮 Weather Conditions 'lY:0:> . . 􀁣􀁾􀁾􀁗􀁥􀁾􀁾􀁭􀁰􀀮􀀠 , 􀁁􀁊􀁦􀀸􀀱􀀵􀁾􀁳􀀠
lear Materials Cement Coarse Aggregate Intermediate Aggregate Fine Aggregate Admixture 􀁅􀁮􀁴􀁲􀁾􀁥􀁤􀁁􀁩􀁲 4.8 • Water Added? Yes orNo No Qnantity of added water NlA Comments Curing
Method: Lime Diameter: 6.00" Cross-Sectional Test Method: I Lab. Technician Saturated Curing TflItk Length: 12.00" Area: 72.00 Sq. in ASTMC-39 , Specimen Age t Date Slump TotaiLuad Area
of ! Compressive Specnrod Strength 􀁾􀁾􀀭 No. (days) , Tested ('mches) (Ibs) Std. Strength (psi) (psi) 7376 a 7 7-5 5.0" 100,591 28.27 \ 3560 , , 4000 b 7 7-5 98,752 .. 3490 c 28 7-26
115,535 " 4090 d 28 7-26 116,545 .. " .. .,.4 122 .. , .". i , " , .... " n i .. Reviewed By: Ron Pleasant#, MAS-TEK Engineering & Assoc., Inc CMT Manager 2550 Beckleymeade, Suite lOS,
DaDas, Texas 75237 (Ph) 9721709-7384 (fax) 972-709-7385 
Page 1 ofl Steve Chutchian From: CWaIl10077@aol.com Sent: Friday, August 23,20021:45 PM To: JHOLDER@HNTB.COM; Luke Jalbert; Ron Lee; Dave Wilde Subject: Arapaho Road Phase II Sirs: The
intent ofthis email Is to forward to you some pricing information with regard to Texas Sterling providing a trench drain for approximately 15 trees wells. As you know the need for the
trench drain system is due to the excessive surface rock along the projects right-ofway. Therefore find enclosed for your use prices for this drain systems as follows: 1.) Trench Drain
8501l.f. $27.00/p.l.f. $17,550.00 Furthermore, we estimate that this work will require 2 worldng days to complete so we feel justified in requesting an additional 2 worldng days be added
to the contract time. Sincerely, Texas Sterling Construction, LP Carl D. Wall Project Manager , ... 812712002 
----CONCRETE CYLINDER TEST REPORT Project Name Really Road Addison, TX Subcontrad Number Report Number 02-00719 Client Name/Addres, TX Sterling Construction Contact Carl Wall PI. Worth,
TX Mo.-Tel< 􀁐􀁲􀁯􀁊􀁥􀁣􀁴􀁾􀁵􀁭􀁢􀁥􀁲􀀠 i Sample 􀁃􀁯􀁾􀁾􀀡􀀬􀀦􀁄􀁡􀁴􀁥􀀠 Report Date 8-i 4-02 -02 -. Lonerete :suppner I Field Tecbnielan Donald Nepoleon 􀁾􀁰aV􀁬ll􀁥lg 1ifc1a2t+i5o
8 Apjp roachReally Rd. . -..Plant # 􀁔􀁲􀁵􀁣􀁾􀁎􀁯􀀮􀀠 􀁔􀁾􀀧􀁩􀁦􀁕􀀡􀁾 112 MixLD. ., 􀁔1􀁾: 􀁓5􀁾P 􀁬􀁥􀁤􀀠 􀁔1􀁦.􀀱1􀀷 􀁾􀁾. 􀁥􀁤 􀀢􀀭􀀭􀁾􀀭 Concrefe Temp. Air Temp. 􀁗􀁾􀁬􀁨􀁥􀁲 Condition,
Materials Cement . I Coarse Aggregate mtermediate Aggregate Fine Aggregate I Admixture 􀁾􀀶􀁲􀁾􀁥􀁤􀁁􀁩􀁲􀀠 Water Added? Yes or No I Quantity of added water Comments 􀁃􀁵􀁲􀁩􀁮􀁧􀁍􀁥􀁴􀁢􀁾􀁤􀀺􀁌􀁩􀁭�
�􀀠 Diamoter:6.00" !Cross-Sectional ITesfMethod: I Lab. Technician SaturatudCurmgTank Length: 12.00" Area: 72.00 Sq. in iAS™C-39 I . Specimen I Age Date Slump I Total Load Area of Compre
•• iv; I Specified Stre;gth-No. ! (days) Tested ("mohe» (Ibs) Std. Strength (psI) (P'i) 􀀱􀀭􀀭􀀭􀀭􀀫􀀭􀀭􀀭􀀫􀀭􀀭􀀭􀀭􀀭􀀫􀀭􀀭􀀭􀀫􀀭􀀭􀀭􀀭􀀭􀀫􀀭􀀭􀂷􀀭􀀭􀁔􀀭􀀭􀀭􀀳􀁾􀀱􀂷􀀭􀀹􀀰􀀭􀀫􀀭􀀭􀀭􀂷􀀴􀀭􀀰􀀰􀀺􀁣􀁏�
�􀀭􀀭􀀭􀁉 7483 a 7 8-7 7" 90,305 28.27 􀁉􀀭􀀭􀀭􀀧􀀭􀀭􀀺􀀭􀀭􀀫􀀭􀀭􀀭􀀭􀀫􀀭􀀭􀀭􀀭􀀭􀀭􀀫􀀭􀀭􀀭􀀫􀀭􀀭􀀭􀀮􀀺􀀭􀀮􀀭􀀫􀀭􀀭􀀭􀀭􀁲􀀭􀀭􀀭􀀭􀀺􀀭􀀭􀀧􀀭􀀭􀀫􀀭􀀭􀁾..-.--_l b 7 8-7 93,915 " 3320 c
, 28 8-28 " d 28 8-28 .". 􀁾􀀠 " i .". i _i " i i " , : " : " " " 􀁾􀁾􀁓􀁾􀁴􀁥􀀢􀁦􀀢􀀮􀀧􀁢􀁥􀁮􀀠Mason MAS-TEKEngineering & Assoc., me -,........... aterials Coordirfatr 2550 Beckleymeade,
Suite 105, DaDa., Texas 75237 "I • 􀁕􀁾􀀠liP (. "1O",) 17 .(ph) 9721709-7384 (fax) 972-709-7385 ! III Pi g '" <;; 􀀬􀁾􀁉􀁩􀁗􀁃􀀠 􀁕􀀶􀁌􀀵􀁾􀀠 􀁾􀀺􀀠'􀀮􀁾􀁲
CONCRETE CYLINDER TEST REPORT Project Name Really Road Addison, TX Subcontract Number Report Number 02-00711 Client Name/Address IX Sterling Construction Contact Carl Wall Ft Worth,
IX M ..... 􀁔􀁥􀁫􀁐􀁲􀁾􀁥􀁣􀁴􀁬􀁵􀁭􀁢􀁥􀁲􀀠 I Sample 􀁃􀁯􀁾􀀱􀁩􀀿􀁏􀀧􀁬􀁡􀁴􀁥􀀠 Report Date 8 -02 -a -14-02 l:oncrete !Supplier Field Technician Steve Stewart raJ:}e 􀁾􀁴􀁩􀁯􀁮􀀠 LMC
a g ea\ty R<l WestBound Stll24+OO PJant# 􀁔􀁾􀁫􀁎􀁯􀀮􀀠 ! 􀁔􀁩􀁦􀁦􀁦􀁾􀀺􀁬􀀧􀀡􀀧􀁧􀀠 􀁔􀁾􀁥􀁓􀁲􀁵􀁬􀁥􀁤􀀠 􀁔􀁾􀁂􀁡􀁲􀁴􀁥􀁤 MixLD. :33A 3: OA . 􀁣􀁧􀁂􀀧􀁂􀁾􀁧􀀧􀁩􀀺􀁾􀀿􀀬􀁐􀀧􀀠 I. Ai!;8
􀁾 􀀺􀀧e􀁊 􀁥'􀀬es 􀁖􀁖􀁾􀁦􀁾􀁾􀁃􀁯􀁮􀁤􀁈􀁩􀁯􀁮􀁳 Material, Cement I I Coarse Aggregate .: Intermediate Aggregate Fine Aggregate I Admixture i 􀀧􀁲􀁾􀁩􀁮􀁥􀁤 Air I Water Added? Yes or
No I i Quantity of added water .Comment. CUring Method: Lime 􀀧􀁾􀁩􀁡􀁭􀁥􀁴􀁥􀁲􀀺􀀠6.00" Cross-Sectional T••tMethod: Lab. T echrrlcian Saturated Curing Tank i Lengtb: 12.00" Area: 72.00
Sq. in ASTMC-39 -Specimen Age I Date Slump Total Load ! Area of Compressive I Specified Strength No. (days) I Tested (inches) Obs) 7475 a 7 8-6 5.5" b i 7 8·6 c I 28 8-27 d 28 8·27 t
. I -I I : ! 99,320 99,270 Std. 28.27 .. .. .. .. .. .. .. .. .... .. .. I I " I Strength (psi) i (psi) 3510 4000 3510 􀁾􀀠 . '. I I 􀁾􀀭􀀭􀁾􀀠 I I I ...Reviewed By: Stepben Mason MAS-TEK
Engineering & Assoc., Inc Materials Coordinator 2550 Beckleymeade, Srrlte 105, Dallas, Texas 75237 (Ph) 972n09-7384 (fax) 972-709-7385 
CONCRETE CYLINDER TEST REPORT Project Name Realty Road Addison, TX 􀀭􀀭􀁾􀀢􀁾􀀭􀁾􀀮􀀭􀂭 􀁾􀂭 Subcontract Number Report Number 02.00710 􀁾􀂭 Client NamelAddre.s TX Sterling CQUStrnction
Contact Carl Wall Ft. Worth, TX Mas-T.k 􀁐􀁲􀁾􀁾􀀱􀁲􀀮􀀮􀁩􀀢􀀢􀁢􀀮􀁲􀀠 I Sample 􀁃􀁯􀁾􀀢􀀧􀁂􀀿􀀸􀀺􀀠Date i -3 2 i, Report Date 8 -14-02 Loncrete "uppner I Field T..,hnician LMC Steve
Stewart 􀁾􀀮􀀭􀀭􀀮􀀭􀀭􀂭 􀀬􀁭a􀁰v􀁬m􀁴g􀁬 􀁦􀂧􀁲la􀁴. 􀁩􀁾􀀠alty& Marsh. I􀁔􀁲􀀶􀁾􀁾􀁎􀁯􀀮􀀠 ------._._._.._-----P1ant # i 􀁔􀁾􀁲􀁲􀂧􀁾􀀿􀁩􀀠 -􀁮􀁲􀀺􀀮􀁾􀁾􀁬􀁥􀁤􀀠 i 􀁔􀁗􀁏􀀧􀁽􀀢􀁾􀁥􀁤􀀠
MhLD. .28 . 􀀮􀀮􀀭􀀮􀀭􀁾􀀭􀀭􀁾􀂭 􀁣􀁾􀁾􀁾􀀻􀁾􀁭􀁰􀀮􀀠 I Aif415::e.s 􀁗􀁣􀁲􀁯􀁾 Conditions Material, Cement I Coar•• Aggregate Intermediate Aggregate Fine Aggregate iAdmixture Engrained
Air I 5, % Water Added? Yes or No No I Quantity of added water 􀁾􀀮􀂭 Comments Curing Method: Lime IDiameter: 6.00" Samrl1ied Curing Tank i Length: 12.00" Cross-Sectional ITest Method:
I Lab. Technician Area: 72.00 Sq. in .ASTM C-39 I __ Specimen Age Date I Slump No. (da,..) Tested Tested . (inches) 7474 a 7 8-6 6" b , 7 8-6 i , c 28 8·27 ! d 28 8-27 i ! 􀁾􀀠 i i •
: I , \ i i I I TotaiLoad rAreaof I Compressive I Specified Strength (Ib,) Std. I Strength (psi) (psi) 93,775 28.27 3310 4000 104,835 " 3710 " f . : " • . i .. -----" i .. , " " i n
I n. ! ,n .. I .. i -􀀭􀁾􀀭􀂭 .. :! I " : . , Reviewed By:__􀁾􀁾􀁓􀁴􀁾􀁥􀁰􀁾􀁢􀁾􀁥􀁮􀁾􀁍􀁾􀁡􀁾􀁳􀁯􀁾􀁂􀀧􀁷􀁾􀂭 MAS-TEK Engineering & A••oc., Inc Materials coorcfnator 2550 Becldeymeade,
Suite 105, Dallas, Texas 75237 (ph) 972n09-7384 (fax) 972-709·7385 
CONCRETE CYLINDER TEST REPORT Project Name Realty Road Addison, IX Subcontract Number Report Number 02-m)672 Client Name/Address IX Sterling Contruction Ft Worth, IX Contact Carl Wall
􀁍􀁡􀁳􀀭􀁔􀁥􀁫􀁐􀁲􀁯􀁾-􀀢0􀀸 􀁩􀁬-a􀁵 􀁭􀁢􀁥􀁲 Sample 􀁃􀁯􀁾􀀮􀁣􀁴􀁩􀀿􀀸􀀺􀀠Date -18 2 ReportDate 8-19-02 ,-oncrete :Supplier Field Technician Stephen Mason 􀁲􀁾􀁥􀁬􀁦􀁣􀁡d􀁴., 􀁩R􀁯e􀁊ta􀀩m􀀠g
Wall Sta. # 22+00 , 􀀱􀁦􀁩􀁴􀁙􀁃􀁾􀀶􀀠 􀁔􀁾􀁾􀁾􀁫􀁎􀁯􀀮􀀠 􀁔􀁾􀁬􀀧􀁊􀀧􀂧􀀺􀁮􀀧􀁬􀁩􀀠 􀁔􀁗􀁦􀁾􀁾􀁬􀁥􀁤􀀠 􀁔􀁩􀁦􀀺􀁊􀁢􀁉􀁊􀀬􀁾􀁥􀁤􀀠 MixI.D. 􀁃􀁾􀁮1􀁬 􀁊􀀵e􀀬 􀀻􀁾e􀁬es􀁥 􀁭􀁰􀀮 􀁁􀁉􀁦􀀹􀁾􀁾􀁊􀁥􀁥􀁳􀀠
􀁗􀁾􀁬􀁾􀁾􀀻􀀻􀁴􀀢􀀺􀁅􀁦􀁩􀀬􀁾􀁮􀁤􀁩􀁴􀁩􀁯􀁮􀁳􀀠 Material. Cement Coarse Aggregate Intermediate Aggregate FIne Aggregate Admb:ture 􀁾􀁴􀁲􀁡􀁩􀁮􀁥􀁤 Air IA Water Added? Yes or No Quantity
of added water Comments Curing Method: Lim2 Satmated Curing Tank Diameter: 6.00" Length: 12.00" Cross-Sectional Area: 72.00 Sq. in Test Method: ASTMC·S9 Lab. Technician Specbnen No.
Age (days) Date Tested Slump (inches) Total Load (Ibs) Area of Std. Compressive Strength (psi) Sp ecified Strength (psi) 7436 a 7 7-25 4.5" 122,845 28.27 4350 4000 b 7 7-25 133,245 n
4710 c 28 8-15 144,110 n '5100 d 28 8-15 152,215 .. ""'5380 • .". .. " " i .. i " '. " " " ? 􀁏􀁛􀁾􀁾􀁉􀁉􀁾􀁉􀁉􀀠􀁉􀁖􀁉􀁃􀁬􀁾􀁕􀁛􀁊􀀠 Reviewed By: Materials 􀁃􀁯􀁯􀁲􀁤􀁩􀁾􀀠 MAS·TEKEngineering
& Assoc., Inc 2550 Becldeymeade, Suite 105, Dallas, Texas 75237 (Ph) 9721709-7384 (fax) 972·709-7385 
CONCRETE CYLINDER TEST REPORT Project Name Realty Road Addison. IX Subcontract Number Report Number 02-00669 Contact Carl Wall Ft. Worth, IX Client Name/Address IX Sterling Construction
􀁍􀁡􀁳􀀭􀁔􀁥􀁫􀁐􀁲􀀧􀁬􀁊􀁥􀁣􀀡􀁾􀁵􀁭􀁢􀁥􀁲􀀠 Sample 􀁃􀁯􀁾􀁾􀀭􀀸􀁦􀁡􀁴􀁥􀀠 -0 -a Report Date 8-5-02 t:oncrete 􀁾􀁵􀁰􀁰􀁬􀁬􀁥􀁲􀀠 Field Technician LMC Stephen Mason 􀁾􀁉􀀺􀁽􀀮􀁫􀁧􀁣􀁡􀁴􀁗􀁁
l!V g ealJ:y . approx 200 ft' from Realty & Surveyor. Eastbound P}ant# I TljSckNo. 􀁔􀁾􀁲􀁦􀁭􀀥􀀠 Tif:1esSmled Tire Baiied MixLD. :llA . . C§l1yjete Temp. Mf15mp• W6ather Cwditions 5
egrees 9 egrees vercast, mn Materials Cement Coarse Aggregate Intermediate Aggregate . Fine Aggregatc Admixture ,trained Air .7% Water Added? Yes or No Yes Quantity of added water S
Gallons Comments Curing Method: Lime Diameter: 6.00" Cross-Secti&nal Test Method: Lab. Technician Stdllratea Curing Tank Length: 12.IJIJ" Area: 72.IJIJ Sq. in ASTMC-39 Specimen' Age
Date Slump I Total Load Area of Compressive Specified Strength No. (days) Tested (mches) (lbs) 7433 a 7 7-24 4.75" 97,690 bR=t 7-24 95,435 􀁾􀀠 28 8-14 126,185 -; 142,025 . -! I , I
Std. Strength (psi) (psi) 28_27 3460 4000 " 3380 " 14460 H ·5020 " " " . I .". " " " .". I Reviewed By: 􀁾􀁉􀁥pnen MaSOn Materials 􀁃􀁯􀁯􀁲􀁤􀁬􀁾􀀠 MAS-TEKEngioeering & Assoc., Inc 2550
Beckleymeade, Suite 105, Dallas, Texas 75237 (Ph) 972n09-7384 (fax) 972-709-7385 
CONCRETE CYLINDER TEST REPORT Project Name Realty Road Addison, IX Subcontract Number Rep.ort Number 02-00665 Contact Carl Wall Ft Worth, IX Mas-TekP"!jeGir-:umber Client Name/Address
IX Sterling Construction Sample -2 -a 􀁃􀁏􀁾􀁾􀁬􀂥􀁾􀀦􀁄􀁡􀁴􀁥􀀠 Report Date 8-5-02 . <.;oncrete "uppller Field Technician Stephen Mason Sample􀁐􀁦􀁩􀁩􀁡􀁴􀁾􀁴􀀬􀁜􀀠 . LMC Pavmg e ty
. approx 450' from Rea11y & Commercurl, Eastbound Piant # 􀁔􀀥􀁾􀁾􀁎􀁯􀀮􀀠 Tlfl'fM'J}1l' 􀁾􀁥􀁓􀁾􀁬􀁥􀁤􀀠 􀁔􀁾􀁂􀁡􀁜􀁥􀁦􀁥􀁤 MixI.D. :IOA . : OA . 􀁃􀀳􀁾􀁗􀁥􀁾􀁾􀁭􀁰􀀮􀀠 Air, Temp. 􀁗􀁾􀁾􀀺􀀨􀁜􀀭􀁦􀀻
􀀺􀀬􀁤􀁩􀁴􀁩􀁯􀁮􀀮 9 Degrees Material. Cement Coarse Aggregate Intermediate Aggregate Fine Aggregate Admixtnre EnAra,iped Air 3. 5 Yo Water Added? Yes or No Yes Quantity of added water
5 Gallons Comments . Curing Method: Lime Saturated Curing Tank Diameter: 6.00" Length: 12..00" Cross-Sectional Area: 72.00 Sq. in Test Method: ASTMC-39 Lab. Technician Specimen Age No.
(days) I Date Tested Slump (inches) Total Load (lbs) Areao! Std. Compressive Strength ((psi) Specified Strength (psi) 7429 a I 7 7-24 5.5' 97,220 28.27 3440 4000 b 7 7-24 111,130 " 3930
c 28 8-14 123,885 " r4380 d 28 8-14 128,355 " ·4540 "'! .". .". .. .. I .. .. I I .. I " 􀁾􀁻􀁥􀀠men M::J!':fJrl Reviewed By: --fdMmla P 􀁾􀀠 􀁴􀀧􀁑􀀱􀁥􀁬􀀭􀁲􀀮􀀺􀁲􀁩􀁡􀁬􀁾􀁳PlC0"ll'10rtTtlUlffiftU('
ii".f,!!yitl.. MAS-TEK Engineering & Assoc., Inc 2550 Becldeymeade, Suite 105, Dallas, Texas 75237 (Ph) 9721709-7384 (fax) 972-709-7385 
CONCRETE CYLINDER TEST REPORT Project Name Realty Road Addison, IX Subcontract Number I Report Number 02-00664 Client NamefAddress IX Sterling Construction Contact Carl Wall Ft Worth,
IX I Mas-TekPr'l!ectr.;umber Sample 􀁃􀁯􀁾􀀺􀁲􀀭􀁲􀀮􀀮􀀦􀁄􀁡􀁴􀁥􀀠 Report Date 8-5-02 -02 -a Ulncrete lSuppner Field Technician Stephen Mason 􀁾􀁭􀁰􀁬􀀮@fcation. . LMC avmg Approx. 300'
form mtersection ofB-ealty & Commercial Eastbound 􀁐􀁾􀁡􀁮􀁴􀀣􀀠 TruckNo. 􀁔􀁾􀀧􀁦􀁦􀁍􀁾􀀧􀁧 1040 􀁔􀀡􀁦􀀡􀁦􀁓􀁾􀁬􀁥􀁤􀀠 TIme Bal!fed l\fuLD. : OA . 2:30A . 􀁃􀁧􀁾􀁾􀁾􀁰􀀮􀀠 A7ir7 TDeeW
e,e s 􀁗􀁽􀀡􀀬􀀬􀁾􀁥􀁾􀁆􀁯􀁮􀁤􀁩􀁴􀁩􀁯􀁮􀀮 1 1, nzzle Materials Cement Coar.e Aggregate Intermediate Aggregate Fine Aggregate Admirtnre 􀁾􀁤􀁲􀀻􀀬􀁯􀁥􀁤􀀠Air .5 , Water Added? Yes or
No Yes Quantity of added water 5 Gallons Comment, Me1hod ofPlacement -Paving Mixer Curing Method: Lime Diameter: 6.(J(J" Cross-Sectional Test Method: Lab. Technician Saturated Curing
Tank Length: 12.00" Arca: 72.00 Sq. in ASTMC-39 Specimen Age Date Slump Total Load Area of Compres.iVtl Specified Strength No. (days) Tested Onches) (lbs) Std. Strength (psi) (psi) 7428
a 7 7-24 4.75" 122,815 28.27 4340 4000 b 7 7-24 129,515 " 4580 c 28 8-14 139,005 " '4920 I d 28 8-14 146,210 " • 5170 􀁾􀀠 " " " " " " " " n n Reviewed By: __􀀮􀀮􀀺􀁓􀁾􀁴􀀺􀀻􀁴􀁥􀁰􀁾􀁨􀀺􀀺􀁥􀁮􀀻􀀬􀀻�
�􀀺􀀮􀀺􀀮􀁍􀀽􀁡􀁳􀁾􀁯􀀻􀀻􀁴􀁊􀁴􀁾􀀭􀀺􀁩􀁴􀁾􀀲 MAS-TEK Engineering & Assoc., Inc Materials Coordfrfator 2550 BeckJeymeade, Suite 105, DaD.., Texas 75237 (Ph) 9721709-7384 (fax) 972-709-7385

CONCRETE CYLINDER TEST REPORT Project Name Really Road Addison, IX Subcontract Number Report Number 02-00663 Client Name/Address IX Sterling Construction Contact Carl Wall Ft. Worih
􀁍􀁡􀀧􀀮􀁔􀁥􀁫􀁐􀁲􀀧􀀡􀁊􀁾􀁴􀁲􀀮􀀺􀁵􀁭􀁢􀁥􀁲􀀠 Sample 􀁃􀁯􀁬􀁾􀁾􀀿􀀦􀁄􀁡􀁴􀁥 Report Date -2 -a 8-2-02 􀁴􀀻􀁯􀁮􀁣􀁲􀁥􀁴􀁥􀁾􀁵􀁰􀁰􀁬􀀮􀁥􀁲􀀠 Field Tecbnician Stephen Mason 􀁓􀁾􀁰􀁬􀁥 􀁾􀁣􀁡􀁴􀁩􀁯􀁮􀀠
. . LMC aVlIlg cally & Commercial Eastbound approx. 50ft from mtersectlOn Plant # T'9!i't No. 􀁔􀁾􀁭􀀶􀁽􀁾 7 TipfOSmled Time Batted MixLD. 1:40A. 􀁃􀁾􀁾􀁾􀁭􀁰􀀮􀀠 􀁁􀁾􀁾􀁰􀀮 􀁖􀁖􀁥􀁡􀁾􀁥􀁾􀁯􀁮􀁤􀁩􀁴�
�􀁯􀁮􀁳 7 grees N, t, arm Materials Cement Coarse Aggregate Intermediate Aggregate Fine Aggregate Admixture ,n!r4'!"ed Air VVater Added? Yes or No Quantity of added water 15 Gallons
Comments • Site foreman was notified of high slump Method ofPlacement -Paving Mixer Curing Method: Lime Saturated Curing Tank Diameter: 6.0Q" Length: 12.QO" Cross-Sectional Area: 72.QQ
Sq. in Test Method: ASTMC.39 Lab. Technician Specimen No. Age (days) Date Tested Slump (incbes) Total Load (lbs) Area of Std. Compressive Strength (psi) Specified Strengtb (psi) 7427
a 7 7-24 7" 79,330 28.27 2806 4000 b 7 7-24 103,715 .. 3670 c 28 8-14 125,035 .. '4420 d 28 8-14 141,585 .. "5010 􀁾􀀠 .. .. .. . .. .. I .. I .. .. .. .. Revien..,d By: Stepben MasoIh,
MAS-TEK Engineering & Assoc., Inc 􀀭􀁍􀁾􀁡􀀭􀀺􀀺􀀺􀁴􀁥􀁾􀁲􀁩􀁡􀁾􀁬􀁳􀁾􀁃􀁾􀁯􀁯􀁾􀁲􀁤􀁬􀀡􀁾􀁉􀁾􀁾􀁟􀀬􀁯􀁾􀁦􀁲􀀠 2550 Beckleymeade, Suite 105, Dalias, Texas 75237 (Ph) 9721709·7384 (fax)
972-709-7385 
CONCRETE CYLINDER TEST REPORT Project Name Realty Road Addison, IX Subcontract Nnmber I ReportNumber 02-00648 Mas-TekPr'!jectf-,umber "()2 -a Sample 􀁃􀁯􀁬􀀮􀁾􀁾􀁾􀀲􀁄􀁡􀁴􀁥􀀠 Report
Date 6 7-2 -02 \Concrete "upplier LMC Field Technician Steve Stewart 􀁓􀁾􀁗􀀧􀁩􀁾􀁾􀁴􀁹􀁒􀁯􀁡􀁤􀀠 Plant # 7 􀁔􀀥􀁾􀁎􀁯􀀮􀀠 􀀧􀁔􀁾􀁦􀁦􀁈􀁾􀀧􀁴􀀠 Ti:f::!2e8􀁾􀁬,􀁥 􀁴􀀢,􀁬 􀁥􀁤􀀠 􀁔􀁩􀁭􀁥􀁂􀁡􀁾􀁥􀁤
3:00P Mill·D• Cg5n we .le:elesm p• 􀁾􀁔􀁥􀁭􀁰􀀮 3 Degrees Weat:;r Conditions Sunn Client Name/Address IX Sterling ConstruCtiOIl I Contact Carl Wall Ft Worth, TX Materials Cement Coarse
Aggregate Intermediate Aggregate Fine Aggregate Admixture Entrained Air Water Added? Yes or No No Qnantity of added water N/A Comments Curing Method: Lime Diameter: 6.00" Cross-Sectional
Test Method: Lab. Technician Saturaf£a Cum.g Tank Length: 11.00" Area: 71.00 Sq. in ASTMC-39 Speeimen Age Date • Slump Total Load Area of Compressive Specified Strength No. (days) Tested
(incbes) (lbs) Std. Strength (psi) (psi) • 7412 a 7 7-18 5" 79,080 28.27 2800 4000 b b 7 7·18 80,060 " 2830 c 28 8·8 123,365 " '4360 d 28 8-8 125,775 " ' ·4450 " " " " " .. " n n n I
Stephen Mason Reviewed By: Malenals Coord,rafor MAS-TEK Engineering & Assoc., Inc 2550 Becldeymeade, Suite 105, Dallas, Texas 75237 (Ph) 9721709·7384 (fax) 972-709·7385 
CONCRETE CYLINDER TEST REPORT Project Name Realty Road Addison. TX Subcontract Number Report Number 02-00647 Client NalDeiAddress TX Sterling Construction Ft Worth, TX Contact Carl Wall
􀁍􀁡􀁳􀀭􀁔􀁣􀁫􀁐􀁲􀀧􀀡􀁊􀁾􀁾􀁢􀁥􀁲􀀠 Sample 􀁃􀁯􀁾􀁾􀁾􀀸􀀿􀁡􀁴􀁥􀀠 Report Date' . 7-25-02 ReVlsed 8-14-02 Lonereto Oiuppner LMC Field Technician Steve Stewart 􀁓P􀁡av􀁭m􀁰g􀁬 􀁥t􀁾a
􀁾􀁾􀁾+26 on Commercial P.Jant# 􀀱􀀧􀂧􀁾􀁯􀀯􀀧􀁎􀁯􀀮􀀠 􀁔􀁩􀁦I􀁫I􀁥 􀁾􀀴􀀱􀁎􀁾􀀧􀀠 TiIR e:2 􀁾􀀢A􀁒.􀁗 􀀱􀁥􀁤 􀁾􀁾􀁊􀁬􀁾􀁾􀁤􀀠 MixLD. 􀁃􀁧􀁮􀁾􀁴􀁥 Temp. 1 egrees 􀁁􀁪􀁦􀀳􀁾􀁾􀀯􀁥􀁥􀁳􀀠
Weather Condili<>ns Sunny Materials Cement Coarse Aggregate Intermediate Aggregate Fine Aggregate Admixture Entrained Air Water Added? Yes orNo No Quantity ofadded water N/A Comments
Curing Method: Lime IDiameter: 6.00" Saturated Curing Tank Length: 12.00. Cross-Sectional Area: 72.00 Sq. in Test Method: ASTMC-39 Lab. Technician Specimen No. Age (days) Date Tested
Slump (inches) Total Load (Ibs) Area of . Std. Compressive Strength (psi) Specified Strength (psi) 7411 7411 a 7 7-16 6" 80,120 28.27 2830 4000 b 7 7-16 93,780 " 3320 c 28 8-7 118,520
.. '4190 d 28 8-7 . 123.665 .. .. .. -4370 " .". " " " " " I .. : Reviewed By: _􀀭􀀢􀀢􀁓􀁴􀀽􀁥􀁰􀁾􀁢􀀽􀁥􀀺􀀻􀀭􀁮􀀬􀀭􀀬􀀭􀁍􀀭􀀺􀁡􀁳􀀽􀁯􀁮􀁾􀀡􀁦􀁊􀁩􀀧􀀢􀀢􀀧􀀢􀀠 􀁾􀀺􀁬􀁁􀁓􀀭􀁔􀁅􀁋􀁅􀁮􀁧􀁩􀁮􀁥􀁥􀁲􀁩􀁮􀁧
􀀠& Assoc., Inc Materials Coordfrfaior 2550 Beeldeymeade, Suite 105, Dallas, Texas 7523-7 (Ph) 9721709-7384 (fax) 972-709-7385 
CONCRETE CYLINDER TEST REPORT Project Name 􀁒􀁥􀁡􀁾 Road Addison, TX Subcontract Number ! Report Number 02-00646 Client Name/Address TX Sterling Contruction Contact Carl Wall Ft Worth,
TX Mas-Tek 􀁐􀁲􀁾 ect :r-;umber Sample 􀁃􀁯􀁾􀁾􀀦􀂻􀁡􀁴􀁥􀀠 I Report »ate -02 -Ii ! 8-19-02 u)ncrete "uppner Field Technician LMC Steve Stewart 􀁓􀁾a􀁰vm􀁬􀁥g W􀁌􀁬 􀁾􀁯o􀁮o􀀮tl􀀠llg:
@Sta. 21-t{10 P1ant # TruckNo. 938 􀁔􀁾􀁆􀁴􀁍􀁾􀀧􀀹􀀢􀀠 Time Sampled 􀁔􀁾􀁥􀁾􀁡􀁴􀁣􀁨􀁥􀁤 :4 .M. MixLD. C§nw.;te Temp. 3 egrees 􀁁􀁾4 􀁾􀁰g􀀮rees Weather Conditions Sunny , Materials
Cement Coarse Aggregate Intermediate Aggregate Fine Aggregate Admlxtnre Entrained Air Water Added? Yes or No Quantity of added water Comments Curing Method: Lime SlfIurared Curing Tank
Diameter: 6.00" Length: 12.00" Cross-Sectional Test Method: Area: 72.00 Sq. in ASTMG-39 Lab. Technician Specimen No. Age Date (days) Tested Slump (inches) Total Load I Obs) Area of Std.
Compressive : Specified Strength Strength (psi) (psi) 7410 a 7 7-18 4.5" 92,400 28.27 3270 3600 b 7 7 7-18 97,890 .. 3460 c 28 8-8 122,060 .. '4320 d 28 8-8 142,670 ! .. ·5050 .. : n
n i .. .. .. n .. " n 􀁾􀁴􀁥􀀠􀁾􀁮􀁥􀁮􀀠MaS n ReViewed By: 􀁍􀁡􀁴􀁥􀁲􀁩􀁾􀁉􀁓􀀠coor.· MAS-TEKEngineering & Assoc., Inc 2550 BeckJeymeade, Suite 105, Dallas, Texas 75237 (Ph) 9721709-7384
(fax) 972-709-7385 
CONCRETE CYLINDER TEST REPORT Project Name Realty Road Addison, TX ", Subcontract Number I ReportNumber 02-00641 Client Name/Addres, TX SrerJing Construction I Contact Carl Wall Ft Worth,
TX Mas-TekP"1Iectr-;umber Sample 􀁃􀁯􀁬􀁬􀁥􀁣􀁴􀁾􀀧􀁩Date Report Date" " -02 -a 7-9 7-25-02 Revised 8-14-02 (;oncrete l;nppne. Field Teclmlcian LMC Made by Contractor 􀁓􀁾􀁊a􀁬 m􀁬􀁥g􀁌
a􀁯p􀁣p􀁡ro􀁴.􀁬 􀁾 offofSurveyor PJant# 􀁔􀁭􀁾􀁫􀁎􀁯􀀮􀀠 Tit"W'lJ TiJ"e Smled 􀁾􀁥􀁂􀁾􀁥􀁤 l\fixLD. :15 :48A Concrete Temp. Air Temp. Weather Conditions Materials Cement Coarse Aggregate
Intermediate Aggregate Fine Aggregate Admb:inre Entrained Air --:--'" Quantit;y of added water Comments Method ofPl.cement : Hand Warle Contractor scheduled pour @8:00 AM They started
@5:00AM, Water Added? Yes or No Curing Method: Lim. Diameter: 6.00" Cross-Sectional Test Method: Lab. Technician Saturated Curing Tank Length: 12.00" Area: 72.00 Sq. in ASTMC-39 Specimen
Age Date Slump Total Load Area of Compressive Specified Strength No. (days) Tested (inebes) (Ibs) Std. Strength (psi) (psi) 􀁾 7 7-16 112,200 28.27 3970 4000 b 7 7-16 113,415 " 4010
c 28 8-6 126.040 n '4450 d 28 8-6 131.275 n "4640 n .. .. " " .. " " " " Reviewed By:__-"oLS.t.􀁾..􀁴.􀀢 􀁰􀁢􀁫􀀮􀁕􀁯.􀁥.n..W JMw..a.􀁾.􀁾. 􀀺􀀳􀀮􀁩􀁾􀁾􀀢􀀧􀀻􀀮􀀮􀀮􀀭􀀮 MAS-TEK Engineering
& Assoc., Inc Matenals Coordmator 2550 Beckleymeade, Suite 105, Dallas, Texas 75237 (Ph) 9721709-7384 (fax) 972-709-7385 
CONCRETE CYLINDER TEST REPORT ProjectName Realty Road Addison, IX Subcontract Number Report Number 02-00629 Client Name/Address TX Sterling Construction Ft. Worth, IX Contact Carl Wall
Mas-TekProJectlumber -02 -a Sample 􀁃􀁯􀁬􀁉􀁾􀁾􀁾􀁂􀁬􀁩Date Report Date 7-26-02 Revised 8-14-02 Loncrete ,,;uppner LMC Field Technician Rick Hayes Sample 􀁾􀁡􀁴􀁩􀁯􀁮 Pavmg, ta # 33-l-{)1
Realtyroad PJant# 􀁔􀁾􀁾􀁫􀁎􀁯􀀮􀀠 􀁔􀁾􀁲􀁦􀁭􀁾􀀧􀀠 Ti1m:5e0 􀁾 􀁒.􀂥 􀀧􀁬􀁥􀁤 Time !atfied 12:4 P. 􀁾􀁌􀁄􀀮􀀠 􀁃􀁾􀁮􀁾􀁴􀁥 Temp. 4 egrees 􀁁􀁩􀁊o􀁾 􀁭e􀁰gr􀀮ees 􀁗􀁥􀁾􀁥􀁲 Conditions
P yCloudy Materials Cement Coarse Aggregate Intermediate Aggregate Fine Aggregate Admixture Entrained Air 4.7% Water Added? Ves orNo No Quantity of added water N/A Comments Curing Method:
Lime Saturated Curing Tank Diameter: 6.00" Length: 12.00" Cross·Sectional Area: 72.00 Sq. in Test Method: ASTMC-39 Lab. Technician Specimen No. Age (days) Date Tested Slump (inches)
TotaILoad (Ibs) Area of Std. Compressive Strength (psi) Specified Strength (psi)7393 a 7 7-\3 4" 97,811 28.27 3460 4000 b 7 7-\3 95,528 " 3380 c 28 8-3 117,855 " , 4170 d 28 8-3 131,035 " -4630 '. " " " " " " " " " " R..iewed 􀁂􀁙􀀺􀁟􀁾􀀮􀀺􀀻􀀭􀁓􀁴􀁾􀁾􀁾􀁰􀁨􀁾􀁥􀁾􀁮􀀽􀁍􀀢􀀢􀀢􀀢�
�􀁡􀁳􀁾􀀬􀀲􀀦􀁾􀁾􀁴􀀡􀀺􀀺􀀠 MAS-TEK Engineering & Assoc., Inc Matenals Coordinator 2550 BeckJeymeade, Suite lOS, Dallas, Texas 75237 (Ph) 9721709-7384 (fax) 972-709-7385 
CONCRETE CYLINDER TEST REPORT ProjectName Realty Road Addison, TX .....􀁾􀁾􀀭􀀭􀀭􀀭􀀭 Subcontract Number Report Number 02-00628 Client Name/Address TX Sterling Construction Contact Carl
Wall Ft. Worth, TX 􀁍􀁡􀁳􀀭􀁔􀁥􀁫􀁐􀁲􀁾􀁥􀁣􀁴􀁾􀁵􀁭􀁢􀁥􀁲􀀠 Sample 􀁃􀁯􀁬􀁊􀀮􀁲􀀮􀁾􀁾􀁬􀁬􀀠Date ReportDate -02 -a 7-26-02 Revised 8-15-02 l.'oncrete :supplier Field Technician LMC Rick
Hayes 􀁾􀁭a􀁅v 􀁩􀀮g. 􀁾􀁣t􀁡a#􀁴􀁩3􀁯1􀁮+􀀠75 Realtyroad PJant# 􀁔􀀧􀁩􀁾􀁾􀁾􀁎􀁯􀀮􀀠 􀁔􀁾􀁭􀁾􀀠 􀁔􀁩􀁦􀂥􀁾􀁬􀁾􀁾􀁥􀁤􀀠 􀁔􀁩􀁭􀁥􀁂􀁡􀁴􀁾􀁤􀀠 MJaLD. 11 :05 A. . 􀁃􀁾􀁾􀀧􀁗􀁥􀁾􀁾􀁭􀁰􀀮􀀠
􀁗􀁦􀁾􀁥􀁲 Conditions 􀁁􀁦􀀶􀁾􀁾􀁊􀁥􀁥􀁳􀀠 yCloudy Materials Cement Coarse Aggregate Intermediate Aggregate Fine Aggregate Admixt.ore E,rtrained Air .2% Water Added? Yes or No No Quantity
ofadded water N/A Comments Curing Method: Lime Diameter: 6.00" Crms-Sectional Test Method: Lab. Technician Saturated Curing Tank Length: 12.00" Area: 72.00 Sq. in ASTMC-39 Specimen Age
Date Slump Total Load Area of Compressive Specified Strength No. (days) Tested (inches) . Obs) Std. Strength (psi) (psi) 7392 a 7 7-13 4" 96,433 211.27 3410 4000 b 7 7-13 99,700 " 3530
c 28 8·3 111,065 .. , 3930 d 28 8·3 132,510 " ... 4690 􀁾􀀠 " " " " " .... " ! " " Reviewed By: Stephen 􀁍􀁡􀁳􀁾􀀠 MAS·TEKEngtneering & Assoc., Inc Materials Coordinaor 2550 Beckleymeade,
Suite 105, Dallas, Texas 75237 (Ph) 9721709-7384 (fax) 972-709-7385 
CONCRETE CYLINDER TEST REPORT ProjectName Realty Road Addison, TX Subcontract Nnmber Report NlllIlber 02-00627 Cllent Name/Address TX Sterling Construction Contact Carl Wall Ft. Worth,
TX 􀁍􀁡􀀮􀀭􀁔􀁥􀁫􀁐􀁲􀁯􀁊􀀧􀁩􀁬􀁩􀁾􀁬􀁬􀁭􀁢􀁥􀁲􀀠 Sample 􀁃􀁏􀁾􀀺􀁊􀁾􀁾􀁾 Date ! Report Date . -2 -a I 7-26-02 ReVlsed 8-16-02 Lonerete ;,;uPFner Field Technician LMC Rick Hayes 􀁾􀁭a􀁰vm􀁬􀁥g,
􀁾􀁣ta􀁾 􀁴􀁩3􀀧 􀁗+00 Realty road PJant# T!:f!1-No• 􀁔􀁾􀁬􀀧􀁦􀁭􀀥􀀧􀀠 􀁔􀁾I 􀁥:3􀁾 􀁡A􀁾 􀁥. 􀁤􀀠 􀁔􀁾􀀧􀁾􀀱􀁦􀁦􀀢􀁤 MJ!I.D. 􀁃􀁾􀀸􀁾􀁾􀁥􀁭􀁰􀀮􀀠 􀁁􀁾􀀱􀀵􀁭􀁰􀀮 Weather Conditions
4 egrees Cloudy Material. Cement Coarse Aggregate Intermediate Aggregate Fine Aggregate Admixture 􀁆􀀺􀁴􀀺􀁮􀁾􀁲􀁾􀁩􀁮􀁥􀁤􀀠Air WaterAdded? Yes or No No Quantity of added water N/A Comments
CuringMethod: Lime Diameter: 6.00" Cross-Sectional Saturated Curing Tank Length: 12.00" Area: 72.00 Sq. in Specimen Age Date Slump Total Load No. (days) Tested (incbes) (lb.) 7391 a
7 7-13 4' 97,210 b 7 7-]3 95,637 c 28 8-3 123,510 d 28 8-3 126,055 • Test Method: Lab. Technician ASTMC-39 ·Arcaof Compressive I Specified Strengtb Std. Strength (psi) (psi) 28.27 3440
4000 n 3380 n ,4370 n "'4450 n n n .. .. .... H .. ! .. I MAS-TEK Engineering & Assoc., Inc 2550 Beckleymeade, Suite 105, Dallas, Texas 75237 (Ph) 972n09-7384 (fax) 972-709-7385 
CONCRETE CYLINDER TEST REPORT Project Name RealI>' Road Addison, IX Subcontract Number Report Number 02.00626 Client Name/Address IX Sterling Construction Contact Carl Wall Ft. Worth,
IX 􀁍􀁡􀁳􀀭􀁔􀁥􀁫􀁐􀁲􀁾􀁥􀁣􀁴􀁲􀀭􀀺􀁵􀁭􀁢􀁥􀁲􀀠 Sample 􀁃􀁏􀁾􀁾􀁾􀀳􀀧􀁩 Dat. -02 -" R.port Date 7-26.Q2 Revised 8-16-02 ....oneret. "uppll.r Field Tecbnician LMC Rick Hayes 􀀧􀁾􀁧􀀬􀁾􀁾􀁾􀀼􀁉􀁦􀀫􀁯􀁯
􀀠Reall>'road PJant# • 􀁔􀁲􀁬􀁢􀁾􀁎􀁯􀀮􀀠 􀁔􀁾􀁬1􀀧􀁦 􀁴8􀁦 􀁉1􀁯6􀀬􀀠71I8•214 Tir:,4e5 􀁓A􀁡 􀁾􀁬. 􀁥􀁤􀀠 􀁔􀁾:􀁥53BAar J.' ed 􀁾􀁌􀁄􀀮 􀁃􀁹o􀁮 􀁾􀁔􀁥􀁭􀁰􀀮􀀠 􀁁􀁩􀁲􀁔􀀮􀁭􀁾􀀮 WeatJyer
􀁃􀁾􀁤􀁩􀁴􀁩􀁯􀁮􀁳 egrees 75 De ces Part! Clo y Material, Cement Coars. Aggregate Intermediate Aggregate Fine Aggregate Admixture -Entrrened Air 4.9 " Water Added? Yes or No No Quantily
of added water NlA Comments Curing Metbod:Lime Diameter: 6.00" :Cross-Sectional Test Method: Lab. Technician SfI1.Urated Curing Tank IT..,,<rlh 12.00" iArea: 72.00 Sq. in ASTMC-39 Specimen
Age Date I Slump 1 Total Load :' Area of Compressive I Specified Strength No. ((days) Tested i (inches) (lbs) Std. Strength (psi) i (psi) 7390 a 7 7-13 5" 98,289 : 28.27 3480 4000 b
7 7-13 97,732 " 3460 c 28 8·3 102105 .. J3610 d 28 8·3 124160 " ""4390 .. . .. . " " " .. " I .. • " " , •• • 111::11 IYICI"V!! • ReVIewed By: Materials 􀁃􀁯􀁯􀁾􀁲􀀠 MAS-TEKEngineering
& Assoc., Inc 2550 Beckleyme.ade, Suite lOS, Dallas, Texa, 75237 (Ph) n2n09-7384 (fax) 972-709-7385 
CONCRETE CYLINDER TEST REPORT Project Name Realty Road Addison, TX Subcontract Number Report Number 02.00625 -.. Client Name/Address IX Sterling Construction Contact Carl Wall 􀁾􀀠 Ft
WoI1h, TX Mas-Tek 􀁐􀁲􀀧􀁉􀁊􀁥􀁥􀁩􀁾􀁵􀁭􀁢􀁥􀁲􀀠 Sample 􀁃􀀰􀀢􀀱􀀺􀁥􀀭􀁾􀁾􀀠Date I Report Date -0 ·a . 7 -26·02 Revised 8-16-02 Lonerete /Supplier Field Technician Rick Hayes Sample
􀁾􀁾􀁴􀁬􀀰􀁓􀁬􀀠 . LMC PaVIng, ta 2 +50 Realty road & CommerCIal PJ>tnt# 􀀱􀀩􀀧􀁉􀁾􀁾􀁎􀁯􀀮􀀠 􀁔􀁾􀁾􀁾􀁦􀁯􀁾􀀧􀀠 TiW:Y?ITfled Time Batted 􀁾􀁉􀀮􀁄􀀮 5:27 A . 􀁣􀁾􀁾􀁾􀁾􀁾􀁭􀁰􀀮􀀠 􀁁􀁬􀁦􀁩􀁾􀁾􀁊􀁥􀁥􀁳
􀀠 􀁗􀁰􀁾􀁩􀁦􀀺􀁴􀁩􀀻􀁾􀀺􀁦􀁹􀁤􀁬􀁴􀁩􀁯􀁮􀀮 Materials Cement Coarse Agg ....gate Intermediate Aggregate FineAggregate Admixture Entr,rened Air 4.3 0 Water Added? Yes or No No Quantity
of added water N/A Comments CuringMethod:Lime . 6.00" It" ITest Method'J Lab. Technician Saturated Cwing Tank IT pnafh. 12.00" IArea: 72.00 Sq. in ASTM C-39 Specimen TotalLaad Area of
I Comp....ssive Specified Strengtb No. Age I Date i Slump (days) Tested ; (incbes) (lbs) Std. i Strength (psi) (psi) 7389 a 7 7-13 5" 94,504 28.27 3340 4000 b 7 7-13 97.632 " 3450 c
28 8-3 111.855 " i 􀁾􀀹􀀵􀀰􀀠 d I 28 , 8-3 116.425 " '1120 , n 􀁾􀀠 I n i n i .. n i .... I ! I 􀁾􀀠 " H i I " I 􀀢􀁓􀁴􀁥􀁊􀀮􀁾 Reviewed By: .. .... " a . ..,"'......Iltll;) \JVUI UIIICHUI
MAS-TEK Engmeermg & Assoc., Inc 2550 Beckleymeade, Suite 105, Dallas, Te1as 75237 (ph) 9721709-7384 (fa1) 972-709-7385 i 
75001 1# /J! I Q U.S. PflSTAGE CEDARP AHI DLL.1i< 75104 ' HUG uB. '02RHOUNT UNITEOs(IlTfiS PO.rnu.s£kVlcr 9261 $1.75 00043477-04 , ..... U..'L({Jg 13 􀁾􀁃􀀧􀀮􀀧􀀠 􀀭h􀀮;􀀮"􀀮"􀀮􀁌"􀀮'􀀮"􀀮"􀀮..􀀮"􀀺'
'􀁊r􀀬''􀀢'􀀧'"􀀭.􀀢.􀀧.􀁾,.􀀠.t.,.., "' _-__" f.•,. .I...i..,l ./; 􀁾􀁴􀁾􀀠 "..-..-..,............􀀢􀀢􀀭􀁾􀁾􀀠 ...􀀧􀁾􀀭 MAS-TEK Engineering & Assoc., Inc. " 2550 Beckleymeade, Suite
105 Dallas, Texas 75237 Attn: Dave Wilde City of Addison P.O. Box 9010 Addison, TX 75001 􀁾􀁜􀀱􀁜􀁜􀁜􀁜􀀠 .....1. r/" ,"" \.-.' • i I . )1 j "'. :...!:JC!) 􀀮􀀭􀀭􀀭􀁾􀀭􀀮􀀢􀀮􀀮􀀮􀀬....--.........:

----------•• -----Lime Depth Check Project Name Realty Road Subcontact Number Client Name/Address TX Sterling Construction Ft. Worth, TX -,,-' Mas-Tek Number ISample Collection Date
9-028-a 7-11-02 ---,--􀀭􀁾􀀭􀀬􀀠 , Test Type Ume Depth Check Location Sta. 17+00 Realty Road South Bound ,.----,-----􀁾􀀬 -' ,.---,----', 􀀭􀀭􀀭􀀭􀁾􀀭􀀬􀀠􀁾􀀠 ,.--; I I "--_. : ',.'
i Project Number 02-01435 I IContact Carl Wall i i : I Report Date i 7-24-02 , IField Technician ! Steve Stewart Actual Required 8" 8" 4 􀁒􀁥􀁾􀁥􀁗􀁥􀁤􀀶􀁙􀀧􀀠____􀁾K􀁾o􀁾n_ _P􀁾􀁲le􀀭_a_s_a__n􀁾t􀀧�
�􀀠 GMT Manager Mas-Tek Engineering & Associates., Inc. 
CONCRETE CYLINDER TEST REPORT Project Name Realty Road Addison, TX Subcontract Number Report Number 02-00639 Contact Carl Wall FI Worth, TX Mas-TekProject Number I Sample Conection Date
Client Name/Address TX Sterling Construction Report Date 9-028-a 7-9-02 7-25-02 \,;oncret. :>uppiler Field Technician LMC Stephen Mason S.llmple 􀁌􀁯􀁾􀁡􀁴􀁩􀁯􀁮􀀠 I-:..:l'a:;,;vmg@􀁾􀁴􀁡􀀮􀀠22+22.17
Realty Road lnl::.e":ct.,.-______...,-:=:--=__􀁾____________1 Plant#. I􀁔􀀧􀁩􀀧􀁦􀀧􀁩􀁾􀀠No. ! 􀁔􀁩􀁦􀂥􀁧􀁾􀁲􀁯􀀧􀂧􀀠 Twe Samnled ; Tbn.l'.Batched Mb< I.D. W:30 A.M. I 9:00 AM. -8 CQllcre!e
Temp. IAir Temp Weather Conditions 􀁜􀁽􀁾􀀠Degrees 90 Degfees Sunny, Hot Material. Cement Coarse Aggregate Intermediate Aggregate Fine Aggregate Admixture Entrained Air Water Added?
Yes or No Yes i Quantity of added water 10 Gallons Comments Method of Placement: Hand Work Curing Method: Lime Diameter: 6.00" ! Cro. ...S ectional 􀁾􀀠 Test Method: Lab. Technician
Saturated Curing Tank Length: 12.00" 􀁾􀁁􀁲􀁥􀁡􀀺􀀠72.00 Sq. inIASTMC-39 Specimen Age Date Slump Total Load Area of Compressive I Specified Strength No. (days) Tested (inches) i (lhs)
Std. Strength (psi) (psi) -· : i 7403 a I 7-10 6" I 77.690 28.27 2750 4000 b 2 7-11 i 79,155 .". 2800 c 3 7-12 92,243 1 3260 ! · .. d 7 7·16 .. f 28 7 8-6 " , g · 28 8-6 .". .. ! ..
i .. " " i-" " Stephen Mason Reviewed By: J Materials 􀁃􀁯􀁯􀁲􀁤􀁩􀁾􀁾 MAS-TEK Engineering & Assoc., Inc 2550 Beckleymeade, Suite 105, Dallas, 􀁔􀁥􀁾􀁡􀀮􀀠75237 (ph) 972n09-7384 (fax)
972-709-7385 
CONCRETE CYLINDER TEST REPORT Project Name Realty Road Addison, IX Subcontract Number Report Number 02-00639 Contact Carl Wall Ft. Worth, IX Mas-TekPr'!iectr.umber Client Name/Address
IX Sterling Construction Sample Coltrtioa Date Report Date -02 -a -9-0 7-25-02 ,-onerete "upplier Field Technician LMC Stephen Mason 􀁓􀁾a􀁰vm􀁬􀁥g 􀁾􀂧􀁡􀁴i􀁩a,􀁾 􀀧􀀱+22.17 Really
Road Inlet Plant # 􀁔􀁲􀁬􀀧􀁩􀁾􀁎􀁏􀀮􀀠 􀁔􀁩􀁦􀂥􀁴􀁍􀁾􀁾 1 Tw Tw,e_Bat;fed 􀁾􀀺􀁬􀀺􀁌􀁄􀀮 e 3artled I :3 A . 􀀺􀁾􀁾􀁁􀀠 . 􀁃􀁾􀁕􀀧􀁩􀀵􀁾􀁾􀀻􀁲􀁥􀁭􀁰􀀮􀀠 􀁁􀁾􀁯􀀱􀀵􀁭􀁰􀀮 Weathertft°nditions
.) e ees egrees Sunny, ot Materials Cement : Coarse Aggregate Intermediate Aggregate Fine Aggregate Admixture Entrained Air Water Added? Yes or No Yes I Quantity of added water 10 Gallons
Comments Method of Placement : Hand Work Curing 􀁍􀁥􀁴􀁢􀁾􀁤􀀺 Lime :Diameter: 6.00" Cross-Sectional ITest Method: Lab. Technician SaturaledCurlng Tank [Length: 12.00" Area: 71.00 Sq.
in ,ASTMC-39 _", , «::;::..:'-=:..::;.-'----,--L----.,---,-------I Specimen I Age I Date ,Slump Total Load Area of Compressive I Specified Strength No. [(days) i Tested I (inches) (lb.)
Std. Strength (psi) i (psi) ....!..!!3 a I 7-1O! 6" 77,690 28.27 2750 4000 b 2 7-11 .. 79,155" 2800 : .. c 3 i 92,243 d 7 102,105 .. .". f 28 l' 8-6 i g 28 i .. ! .". " .". " , I " Reyiewcd
By: _ ......􀁓􀁴􀁾􀁥􀁮􀀠􀁍􀁡􀁳􀁾􀁾􀀠 MAS-TEK Engineering & Assoc., Inc Materials 􀁃􀁯􀁯􀁲􀁤􀁩􀁦􀀧􀁾􀀧􀀩􀁲􀀠 2550 Beckleymeade, Suite 105, Dallas, Texas 75237 (Ph) 9721709-7384 (fax)
972-709-7385 
------CONCRETE CYLINDER TEST REPORT Project Name Realt)' Road Addison, TX Subcontract Number I Report Nultlher 02-00641 Client Name/Addres, TX Sterling Construction I Contact Carl Wall
Ft Worth, IX Mas-Tek 􀁐􀁲􀁾􀁥􀁣􀁩􀁾􀁵􀁭􀁢􀁥􀁲􀀠 Sample 􀁃􀁯􀁬􀁦􀀭􀀧􀂧􀁾􀀳􀁾􀀠Date ReportDate 7-25-02 iCOncrete Supplier -0 -a FieW Technician Made by Contractor SamJlle Locatioi', LMC
Pa 1I1g approac off of Surveyor PJant# 􀁔􀁲9􀁾,􀁾 􀁫􀁎􀁯􀀮􀀠 􀁔􀁾􀁦􀁦􀁓􀁾􀀧􀀶 Tife 􀁔􀁾􀁥􀁂􀁡􀀬􀀪􀁥􀁤 MixI.D. _15S.t1!!'Jed :48A _ Concrete Temp. . _ Air Temp_ Weather Conditions Materials
Cement Coarse Aggregate I Intermediate Aggregate Fine Aggregate Admixture I Entrained Air Quantityof added wate_r__ Comments Method of Placement : Hand Work Contractor scheduled pour
rill 8:00 AM. They started@! 5:00AM. Water Added? Yes or No ; Curing 􀁍􀁥􀁴􀁨􀁾􀁤􀀺􀀠Linte IDiameter: 6.00" I Cross-Sectional ITest Method: Lab. Technician I Saturated Currng Tank ILength:
12.00" IArea: 72.00 Sq. in ASTM C-39 , Specimen I Age Date i Slump! Total Load ! Area of I c c L o-m-p-re-s-s'-;v-e-'I--Sc-pe-c-m--,e-d--S-t-re-n-g-th--1 I No. I (days) Tested' (mches)
I (lbs) Std. I Strength (psi) I (psi) 7405 a: 7 i 7-16 NfA 112,200 28.27 3970 4000 b 7 7-16 113,415 c . 28 8-6 I d 28 ... 8-6 • ! , --I .. ".. " " " " " i .. " .". .. i i 4010 i Re,-iewed
By: Ron Pleasant ff MAS-TEK Engineering & Assoc., Inc eMf Manager 2550 Beckleymeade, Suite 105, Dallas, Texas 75237 (ph) 􀀹􀀷􀀲􀀯􀀷􀀰􀀹􀀭􀀷􀀳􀀸􀁾􀀠(fax) 972-709-7385 
CONCRETE CYLINDER TEST REPORT Project Name Realty Road Addison, TX Subcontract Number I Report 􀁎􀁵􀁾􀁢􀁥􀁲􀀠02-00647 Client Namc/Address IX Steding Construction I Contact Carl Wan Ft.
Worth, IX Mas-Tel<: ProJectfumber Sample Col1:m'slate : Report Date -02 -a 7-25-02 I.,;oncrete 1)Uppllcr I Field Tecbnician LMC Steve Stewart SPaamv/i1ge 􀁾􀁣t􀁾a􀁴 􀁩􀁯2􀀶 􀁜+􀀠26 on
CommercI.al 􀁾􀁡􀁮􀁴􀁬􀁩􀀠 Tru"fNo. Ti)'/)etNo. 94 8411 I 􀁔􀁩􀁲􀁮􀁾􀁾􀁾􀁥􀁤􀀠 􀁔􀁩􀁭􀁥􀁾􀁡􀁴􀁴􀁥􀁤􀀠 Mb:I.D. 1.2 . . 10:0 A . Cgywe.tger eTees mp. Aif: T6mp• I 􀁗􀀺􀁦􀁾􀀿 Conditions
3 egrees Materials Cement Coarse Aggregate I Intermediate Aggregate Fine Aggregate Admixture Entrained Air . : Water Added? Yes or No No Quantity of added water N/A Comments Curing Metbod:
Lime iDiameter, 6.00" Cross-Sectional ! Test Method, Lab. Technician Sawrl1ted Curing Tank ;Length: ]2.00" Area, i2.00 Sq. in :ASTMC-39 Specimen Age Date ! Slump Total Load : Area of
Compressive I Specified Strength No. (days) Tested i (incbes) (lbs) Std. Strengtb (psi) . (psi) ! 7411 a 7 7-16 6" i 80,120 28.27 2830 4000 -b 7 7-16 93,780 .. : 3320 c 28 8-7 ! .. ..
d 28.; 8-7 .. , .. .. ! .. -i . " i .. i " . .. : .". : .. ! I " ReVieWedB),:__Ron Pleasant 􀁾􀀠 MAS-TEK Engineering & Assoc., Inc CMT Manager 2550 􀁂􀁥􀁣􀁫􀁬􀁥􀁾􀀧􀁭􀁥􀁡􀁤􀁥􀀬􀀠Suite
105, Dallas, Texas 75237 (ph) 9721709-7384 (fax) 972-709-7385 
CONCRETE CYLINDER TEST REPORT Project Name Realty Road Subcontract Number r-=-----Client NamelAddre.s TX Sterling Construction Ft. Worth. TX Addison. TX -------i Report Number 02.00626
i Contact Carl Wall i 􀁨􀁍􀀽􀁡􀁳􀀢􀀬􀀭􀁔􀀽􀁥􀁫􀀢􀀢􀀢􀀬􀁐􀀬􀀬􀀬􀁲􀁯􀀢􀀧􀁾􀀧􀀺􀀺􀀱􀀢􀀨􀁦􀁾􀀺􀀡􀀺􀀺􀁲􀀭􀀮􀀮􀀺􀀺􀀺􀀧􀁩􀁟􀁭􀁟􀁢􀁟􀁥􀁟􀁲__..LI.s_ample 􀁃􀁯􀁬􀁬􀁾􀁾􀁾􀁾 Date Report Date 7..;.2:::6:....0:::2
=--_._______-1 \.,:oncrete ::.uppuer Field Technician 􀁾__􀁌􀁍􀁾􀁃􀁾􀁾􀀭􀀭􀀭􀀭􀁟􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀁾􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀁬􀁬􀁩􀁾􀀧􀁣􀁾􀁫􀀽􀁈􀁾􀁾􀁾􀁥􀀽􀁳􀀭􀀭􀀭􀀭�
�􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀁾􀀠 Sample LocatiQll Pavmg, Sm # 21+00 Realty road Material. Cement I Coarse Aggregate Intermediate Aggregate Fine Aggregate I Admixture Entr,aioed Air 4,9 Yo Water Added?
Yes or No No i Quantity of added water N/A .. Comments Curing Metho.d: Lime ;Diameter: 6.00" ICross·Sectional ITest Method: I Lab. Technician Saturated Curmg Tank ILength: 12.00" Area:
72.00 Sq. ill ASTMC-39 I Specimen I Age I Date Slump I Total Load No. • (days) I Tested (inches) (Ibs) 7390 Ii 7 7-13 5" 98,289 b 7 7-13 97,732 c 28 8-3 d 28 ... 8-3 ; i I I Area of
ICompressive I Specified Strength i Std. _ Strength (psi) . (psi) • i i 28.27 I 3480 4000 " ! 3460 .". ! .. n n i .. .. ".. I .. I i .". Re\'iewed 􀁂􀁾􀀧􀀺􀁟􀀭􀀭􀀬􀁒􀁾􀁯􀀢􀀢􀁮􀀠Pleasanttzt
MAS-TEK Engineering & Assoc., Inc CMT Manager 2550 Beckleymeade, Suite 105, Dallas, Tens 75237 (Ph) 9721709-7384 (fax) 972-709-7385 
Lime Depth Check Project Name Realty Road Sub contact Number IProject Number i 02-02872 Client Name/Address Contact City of Cedar Hill Demetrio Saenz Cedar Hill, TX , i Mas-Tek Number
i • : Sample Collection Date IReport Date 9-033-a ! 7-12-02 Test Type Lime Depth Check , 7-26-02 IField Technician i Stephen Douglas Location Sta_ # 4+25 on Copper Chase Sla, # 7+50
on Copper Chase Sta, # 1+50 on Town Square 1-", Sla, # 4+ 75 on Town Square r:S:-la_ # 6+2--5 on Town ---Square Sla, # 7+00 on Town Square Actual 6" 6,5" 6" 6" ---6,5" 6" 6" 6" 6" 6"
6" 6" -Required ,--t -' 􀁾􀀠 ---􀀭􀀭􀁾􀀭􀀭 -Ron Pleasant Rf' CMT Manager Reviewed By: Mas-Tek Engineering & Associates., Inc. 
CONCRETE CYLINDER TEST REPORT Project Name Realty Road Addison, TX Subcontract Number : Report Number 02-00629 Client Name/Address TX Sterling Construction i Contact Carl Wan Ft. Worth,
TX i Mas-T ek Pr'!i'lf:tr-umber Sample 􀁃􀁯􀁬􀁾􀀺􀁧􀁾􀁾􀀠Date Report Date -2 -a 7-26-02 Lonerete "upplier Field Technician LMC Rick Hayes 􀁾􀁭a􀁰vm􀁬􀁥g, 􀁾􀁣ta􀁡 􀁴#􀁾 􀁯3􀁮+􀀠D1 Realty
road PJant# 􀁔􀁾􀁵􀁣􀁫􀁎􀁯􀀮􀀠 TiekegNo. 08 I 617 􀁾􀀸􀀳 􀁲􀁾􀁓􀁡􀁒􀂥􀀧􀁬􀁥􀁤􀀠 Ti1m2:e4 lyched 􀁍􀁊􀁾􀁉􀀮􀁄􀀮 􀀺􀁾􀁏􀁐􀀢􀀠 , ,M, 􀁃􀁾􀁮4􀀧 􀁩􀀩e􀀺 􀁾e􀁬e􀁥s􀁭 􀁰􀀮􀀠 􀁁􀁾􀁏􀁾􀁧􀀧􀁧􀁦􀁥􀁥􀁳􀀠
I 􀁗􀁥P􀁡a􀁴r􀁾ty􀁥 􀁴l􀁃o􀁏u􀁾􀁩􀁴􀁩􀁯􀁮􀀮 Materials Cement Coarse Aggregate Intermediate Aggregate Fine Aggregate Admixture E4njrW'oo Air 􀁾􀀢􀀢􀀠 " Water Added? Yes or No No Quantity
of added water N/A c----" Comments Curing Method: Lime iDiameter: 6.00" Cross-Sectional i Test r"Iethod: ! Lab. Technician SalUrated Curing Tank iLength: 12.00" Area: 72.00 Sq. in •ASTMC-39
i ;-::I Specimen Age 'Date Slump TotallAad I Area of I Compressive I Specified Strength I No. (days) Tested (inches) (lbs) Std. Strength (psi) I (psi) , i 7393 a I 7 7-13 4" 97,811 28.27
3460 ! 4000 b 7 7-13 95,528 3380 c 28 " 8w3 " ;. d , 28 ..; 8-3 " i " ! .". i ! , .. , L .. .. i ! " , .. , , " ! " i I . Ron Pleasantg( MAS-TEK Engineering & Assoc., Inc CMT Manager'
2550 Beckleymeade, Suite 105, Dallas, Texas 75237 (ph) 972n09-7384 (fax) 972-709-7385 
CONCRETE CYLINDER TEST REPORT Project Name Realty Road Addison, TX Subcontract Number ; Report Number 02-00625 f-... I Client Name/Address TX Sterling Construction ! Contact Carl Wall
Ft Worth, IX L Mas-TekProJwtumber I Sample 􀁃􀁯􀁬􀁬􀁥􀁣􀀶􀁩􀁾􀁮􀀠Date RepurtDate . 2 ·a 􀀷􀁾􀀠 -2 7-26·02 ,-onerele iSupplier Field Technician LMC Rick Hayes I-Sample 􀁾􀁡􀁴􀁩􀁯􀁊􀁬􀀠
. Pavmg, ta # 2)+50 Realty road & CommercIal PJ""t # ! Truclj;No. i 112, I 􀁔􀁾􀁉􀀧􀁲􀁍􀁾􀁾􀀧􀀠 􀁔􀁩6􀁭:􀁬 􀀮)A􀁳􀁡.􀁾.􀁜 􀁥􀁤 􀀠 I. 􀁔􀁩,,􀁾7􀁂 A􀁡. 􀁾􀁥􀁤􀀠 • MJ-6 I .D• I .. 􀁣􀁾􀁦􀁴􀀧􀁩􀁓􀀢􀀺􀁾􀁭
􀁰􀀮􀀠 I 􀁁􀁩􀁦􀀲􀁾􀁗􀁾􀁥􀁳􀀠 i 􀁗􀁥􀁡􀁴􀁾􀁥􀁲􀀠􀁃􀁯􀁾􀀣􀁩􀁴􀁩􀁯􀁮􀁳 : Part y Clou ' Materials Cement . Coarse Aggregate IIntermediate Aggregate . Fine Aggregate Water Added? Yes or
No Comments No I Admixture I Quantity of added water NfA • Ettrained Air ! 3% Curing Method, Lime Diameter: 6.00" • Cross-Sectional Test Method: . Lab. Technician Saturated Curing Tank
Length: 12.00" Area: 72.00 Sq. in ASTMC-39 ! , I Specimen; Age Date , Slump Total Load i i Area of I Compressive Specified Strength No. (days) Tested • (inches) (lbs) Std. I Strength
(psi) (psi) I 7389 a 7 7·13 5" 94,504 28.27 I 3340 4000 b 7 7·13 97,632 " 3450 c 28 8·3 I " ... d 28 .. ; 8·3 " • " " i " , .. i " L , " i I i " ! I " i I " . ! " R.,,..<med B). '. Ron
Pleasant;i -"'"'Crt-M"""-;M"'--a-na-g-er MAS-TEK Engineering & Assoc., Inc 2550 Beckle),meade, Suite lfl5, Dallas, Texas 75237 (ph) 972n09-7384 (fa:<) 972·709-7385 
CONCRETE CYLINDER TEST REPORT Project Name Realty Road Addison, IX Subcontract Number I Report Number 02-00628 Client Name/Address IX Sterling Construction I Contact Carl Wall Ft Worth.
IX Mas-Tek 􀁐􀁲􀁯􀁊􀁾􀁴􀁲􀀭􀀬􀁵􀁭􀁢􀁥􀁲􀀠 i Sample 􀁃􀁯􀁬􀁾􀁥􀁥􀀶􀁩􀁯􀁮􀀠Date ReportDate -2 -a --02 7-26-02 Concrete :>uppner Field Technician LMC Rick Hayes 􀁾􀁭a􀁰vm􀁬􀁥g.􀀠 􀁾􀁣ta􀁾
􀁴􀁩3􀁯1􀁮 +􀀠75 Realty road PJant# I 􀁔􀁾􀁾􀁾􀁾􀁎􀁯􀀮􀀠 􀁔􀁾􀁉􀀧􀁲􀁴􀁪􀀧􀁦􀁯􀀮 I 􀀸􀁾􀀷􀀸􀀠 􀁔􀁾2􀁥:1􀁾 􀁡P.􀁾 􀁥􀁤 C3ncrete Temp. 2 Degrees i Time "Qatt:ed 􀀱􀁉􀀺􀀰􀁾􀀠A . I􀁁􀁩􀁲6
􀁾􀁭e􀁰gr􀀮ees . I 􀁍􀁾􀁌􀁄􀀮􀀠 i 4 I 􀁗􀁥􀁾􀁲 Coaditions : P _Clouy 􀁾􀁥􀁲􀁩􀁡􀁬􀁳􀀠. Cement i Coarse Aggregate Intermediate Aggregate Fine Aggregate Ii Admixture 􀁾􀁮􀀱􀁲􀀴􀁜􀀬􀁩􀁮􀁥􀁤􀀠Air
Water Added? Yes or No No I. Quantity of added water. NlA Comments Curing Method: Lime IDiameter: 6.00" Cross-Sectional i Test Method: Lab. Technician Saturated Curing Ta,nk ILength:
12.00" Area: 72.00 Sq. in IASTM C-39 Specimen I Age Date ! Slump Total Load i Area of Compressive Specified Strength i No. ! (days) i Tested (incbes) (Ibs) Std. Strength (psi) (psi)
i i -73.92 a 7 7-13 4" 96;433 28...27 3410 4000 b I 7 7-13 99,100 3530 .. c 28 8N 3 .. 􀀮􀁾􀀠 d i 28 .. 8-3 I • .". i .. i i .. i I i " i .... .. i .". ReYie"edB,.': Ron Pleasant 􀁍􀁾􀀠
􀀭􀀭􀀮􀁾􀀽􀀺􀀭􀀺􀀺􀀭􀀭􀀽􀀭􀀮􀀠 I'V MAS-TEK Engineering & Assoc., Inc CMT Manager 2550 Beckleymeade, Suite 105, Dallas, Texas 75237 (ph) 􀀹􀀷􀀲􀁮􀀰􀀹􀀭􀀷􀀳􀀸􀁾􀀠(fax) 972-709-7385 i 
CONCRETE CYLINDER TEST REPORT Project Name Realty Road Addison, TX Subcnntract Number I Report Number 02-00646 Client Name/Addr.ss IX Sterling Construction Contact Carl Wall Ft Worth,
IX Mas-Tek 􀁐􀁲􀁯􀁊􀁾􀁴􀁾􀁵􀁭􀁢􀁥􀁲􀀠 I Sample 􀁃􀁯􀁾􀁥􀁣􀁴􀁩􀁯􀀦􀀠Date ! RepartDate -2 -. -11-2 7-26-02 Concrete :supplier Field Technician LMC Steve Stewart 􀁓􀁾􀁭t􀀧a􀁬 􀁬􀁥2􀀠1L-o'0ca0W
:a:n Footing on Realty Road Plant # 7 I 􀁔􀂧􀁾􀁾􀁫􀁎􀁯􀀮􀀠 i 􀁔􀁾􀁬􀀧􀁦􀁾􀀵􀁃􀀧􀀹􀀭 lune Sampled ,I TlmeJl,atched 3,4).M. Mi,<LD. Cgn'j)ete Temp. 3 egrees ,I Ai4f 'beemgpre. es Weather
Conditions Sunny Materials Cement Coarse Aggregate Intermediate Aggregate Fine Aggregate Admixture Entrained Air Water Added? Yes or No No Quantity of added water N/A Comments ICuring
Meth".d: Lime ;Diameter: 6.00" Cross-Sectional ITest Method: , Lab. Technician Saturated Curmg Tank ILength: 12.00" Area: 72.00 Sq. in ,ASTMC-39 I ISpecimen I Age ,'" Date 'Slump , Total
Load I Area of : Compressive Specified Strength i No. ,(days)! Tested (inches) (Ibs) I Std. i Strength (psi) (psi) 􀁾􀀷􀀴􀀱􀀰􀀠 a 7 7·18 4 .)'. 92,400 28.27 ! 3270 4000 b 7 7-18 97,890
" 3460 c 28 8-8 .. .:. '------" d 28 4 8-8 i .. • , .. , , " , .. '------" I " , i " , : .. " ! " i " ! i I " ReYlewed B)': Ron Pleasant 􀁾􀀠 MAS-TEKEngineering & Assoc., Inc CMT Manager
2550 Beckleymeade, Suite 105, Dallas, Texas 75237 (ph) 972n09-7384 (fax) 972-709-7385 
FIELD COMPACTION TEST Project Name Realty Road Client NameiAddress TX Sterling Construction Ft. Worth, IX Subcontract Number Mas-Tek No. 9-028-. ITest Date Test Procedure ASTM 2922,3017
7-11-02 Addison, TX Client Contact Carl Wall Report Number 02-01435 ReportD.t. 7-25-02 Technician Steve Stewart Test No. 1 I : Sample Description Light tan LMTRD Curve No. Unit Dry Weight
Maximu Field 104.6 98.1 I Moisture Content : Optimum Fi.ld 17,0 18.9 Comments (s•• helow) 100+% 1 ! Comments: Test I No. !Test Location I Remarks 1 Sm, 17+00 6'RealtyRd. , ! " 7 Comments:
L Unit Dry Weight and Moisture Content comply with specification 2, Unit Dry Weight does not comply with specification 3, Moisture Content does not comply with specification 4. Retest
5. Approved By Others. MAS-TEK Engineering & Assoc., Inc. Reviewed By: Ron 􀁐􀁬􀁥􀁡􀁳􀁡􀁮􀁾􀁦􀀠 2550 Beckleymeade Suite 105, Dallas, TX 75237 CMT Manager (ph) 9721709·7384 (fax) 9721709·7385

CONCRETE CYLINDER TEST REPORT Project Name Realty Road Addison, TX Subcontract Number Report Number 02.00611 Client Name/Address TX Sterling Construction Contact Carl Wall Ft_ Worth,
TX Mas-Tel< ProJect r.:umber • Sample 􀁃􀁯􀁬􀁴􀀬􀁾􀁾􀀰􀀸􀀺􀀠Date I Report Date -02 􀁾􀁡􀀠 ! "1_ 􀁾􀀠 2 7-16-02 Lonerete ",upl'lIer Field Technician LMC Rick Hayes Sfmp1e Mlcation avmg
00' East ofBusiness St i-=-' , Pjant# • 􀁔􀁾􀁴􀁎􀁯􀀮􀀠 I 􀁔􀁾􀁨􀁥􀁴􀁾􀁯􀀮 • 8 91 􀁔􀁾􀁾􀁥􀀩􀀧􀁜􀁬􀀧􀀡􀁥􀁦􀁬􀁥􀁤􀀠 I T!r'e 􀁂􀁡􀁾􀁥􀁤􀀠 MJ-lLD. 􀀭􀁉􀁾􀀠 . . ,28P. Cgno'j 5ete Temp. 􀁗􀀼􀀡􀁲􀁾􀁥􀁲􀀠Con
ditions egrees I 􀁁􀁾􀀵􀀱􀀵􀁾􀁥􀁥􀁳􀀠 Materials Cement ! Coarse Aggregate Intermediate Aggregate Fine Aggregate . Admixture 􀁾􀁾􀁧􀁲􀁾􀁩􀁮􀁥􀁤􀀠Air Water Added? Yes or No No I Quantity
of added water N/A Comments Curing Method: Lime Diameter: 6.00" Cross-Sectional Test Method: I Lab. Technician Saturaf£d Curing Tank Length: 12.00" Area: 72.00 Sq. in ASTMC-39 . Specimen
I Age Date · Slump! Total Load Area of Compressive I Specified Strength No. ! (days) days) Tested I (inches) (lbs) Std. Strength (psi) ! (psi) -73-75 a 7 7-5 · 51! 100,521 28.27 3560
3600 b 7 7-5 101,986 n 3610 i c 24 7·26 i n .. d i 24.i 7-26 i n , • I n I I " · " --" I " ! " I i " " ! " " . Ron 􀁐􀁬􀁥􀁡􀁳􀁡􀁮􀁴􀁾􀀠 MAS-TEK Engineering & Assoc., Inc CMT Manager
2550 Beeldeymeade, Suite 105, Dallas, Texas 75237 (Pb) 9721709·7384 (fax) 972-709-7385 
CONCRETE CYLINDER TEST REPORT Project Name Realty Road Addison, IX Subcontract Number Report Number 02-00648 Client NameiAddress IX Sterling Construction Contact Carl Wall Ft Worth,
IX Mas-TekProJectr.:umber Sample 􀁃􀁯􀁾􀁥􀁣􀁴􀁩􀀰􀀸􀀺􀀠Date ReportD.te -02 -. -11-2 7-26-02 ,-oncretc "upP"er Field Tecbnician LMC Steve Stewart Samp'le LJ'88tten Stn # 17 ciilty Road
P1ant# 􀁔􀀧􀁩􀀧􀀶􀁾􀁾􀁎􀁯􀀭 􀁔􀁩􀁣􀁫􀁥􀁾􀁎􀀻􀁾􀀮 711 ,0 􀁔􀁾􀁾_ 􀁒8 􀀿_􀀧_􀁬 􀁥􀁤􀀠 Time Balted 􀁍􀀴􀁾􀁬􀀢􀁄􀀮 3:OOP. i 􀁃􀂧􀁑􀁾􀁴􀁥 Temp. 􀁁􀁾􀁲􀁔􀁥􀁧􀀡􀀧􀀮􀀧􀀠 ! W$'ti'::r Condition.
, ogrees 3De ees Materials Cement Coarse Aggregate Intermediate Aggregate Fine Aggregate Admixture Entrained Air Water Added? Yes or No No Quantity of .dded water NlA Comments Curing
Metho.d: Lime IDiameter: 6.00" ICross-Sectional Test Method: I Lab. Technician SaturatedCurzngTank :Length: 1J.00" :Area: 72.00 Sq. in ASTMC-39 Specimen Age Date Slump Total Load Area
of ! Compressive ! Specified Strength No. (days) Tested ("mch..) (Ibs) Std. Strength (psi) (p.i) 7412 • : 7 7-18 5" 79,080 28.27 2800 4000 b 7 7-18 80,060 " 2830 c 28 8-8 .. " d 28 ...;
8-8 " • " " " .. ! " " : " " . " I " Re,iewed By: Stephen Mason 􀀭􀀻􀀭􀀻􀁍􀀭􀀺􀀭􀁡􀁴􀁥􀀭􀀺􀁲􀁩􀀭􀀧􀀭􀀻􀀭􀁡􀁬􀁳􀀭􀀽􀀭􀀧􀀺􀁃􀀢􀀭􀀺􀀧􀁯􀀺􀀧􀀺􀀧􀀺􀀧􀁲􀁤􀁾􀁾􀁡􀁴􀁾􀁯􀁲 MAS-TEK Engineering
& Assoc., Inc 2550 Beckleymeade, Suite 105, Dallas, Texas 75237 (Ph) 972n09-7384 (fax) 972-709-7385 
I CONCRETE CYLINDER TEST REPORT Project Name Realty Road Addison, TX Subcontract Number Report Number 02-00627 Client Name! Address TX Sterling ConstrUction Contact Carl Wall ! Ft. WOl:th.
TX Mas-Tek ProJect 􀁾􀁵􀁭􀁢􀁥􀁲􀀠 Sample 􀁃􀁯􀁬􀁬􀁾􀁾􀁾 Date Report Date 7-26-02 -02 -a Lonc"". ,,"upplier Field Technician LMC Rick Hayes 􀁾􀁭􀁰􀁬􀁥􀀠􀁾􀁱􀁴􀁩􀁯􀁮􀀠 avmg, ta # 30+00
Realty road 16ant # !• 􀁔􀁾􀁱􀁾􀁣􀀸􀁫􀀠􀁎􀁯􀀮􀀠 􀁔􀁾􀁾􀁭􀀧􀁬􀀻 􀁔􀁩􀁭􀁥􀀬􀁾􀁡􀁭􀁥􀁤 Tif:!e 􀁂􀁡􀁾􀁥􀁤 MJ!LD. I., .. :28A. . 􀁃􀁾􀀸􀁗􀁥􀁴􀁥 Temp. egrees 􀁁􀀡4􀁦 􀁾􀁾e􀁊 􀁥ees Weather
Conditions Cloudy Materials Cement Coarse Aggregate Intermediate Aggregate Fine Aggregate Admixture 􀁅􀀮􀁲􀁴􀁲􀁾􀁥􀁤􀀠Air ,7 °0 Water Added? Yes or No No Quantity of added water NIA
Comments Curing Method: Lime Diameter: 6.00" Cross-Sectional : Test Method: I Lab. Technician Saturated Curing Tank Length, 12.00" Area: 72.00 Sq. in i ASTM C-39 Specimen Age Date I
Slump : Total Load No. (days) Tested i (inches) I (lbs) 7391 a i 7 7-13 4" 97,210 b 7 7-13 ! 95,637 c 28 28 8-3 d 28 .,.. 8-3 : -Area of Std. 28.27 " " " " " " : n i' " " " " " Compressive
Specified Strength Strength (psi) (psi) 3440 4000 3380 ! Reviewed 􀁂􀁾􀀢􀀺􀀠 Stephen Mason MAS-TEK Engineering & Assoc., Inc Materials 􀁃􀁯􀁯􀁲􀁤􀁩􀁾􀀠 2550 Beekleymeade, Suite 105,
Dallas, Texas 75237 (ph) 9721709-7384 (fax) 972-709-7385 
CONCRETE CYLINDER TEST REPORT Project Name Realty Road Addison. TX Subcontract Number I Report Number 02-00579 Client Name/Address TX Sterling Construction Contact Carl Wall ! i Fe Worth,
TX Mas-Tek 􀁐􀁾􀀧􀀱􀁦􀀺􀁴􀁾􀁵􀁭􀁢􀁥􀁲􀀠 I Sample 􀁃􀁯􀁬􀀢􀁣􀁾􀁩􀁯􀁮􀀠Date ReportDate -2 -. --02 07-24-02 􀀨􀀻􀁯􀁮􀁣􀁲􀁥􀁴􀁥􀁾􀁵􀁰􀁰􀁬􀁩􀀮􀁲􀀠 Field Technician LMe Stephen Mason 􀁓􀁾􀁦􀀮􀀺􀁗􀀨􀁈􀁦􀀱􀁾
􀁴􀁦􀁾􀀧􀀱􀁵􀁥􀁴􀀠on Realty Road Plant # i : 􀁔􀁲􀁵􀁣􀁾􀁎􀁯􀀮 III 􀁔􀁜􀁃􀁾􀁾􀁲􀁯􀀧􀂧􀀠 􀁔􀁾I 􀁥:􀁾3 􀁡􀁭A􀂣.I􀁬 􀁥􀁤 I 􀁔􀁜􀁦􀀺􀁬􀀻􀁥􀁟􀁂􀁡􀁾􀁥􀁤 :»A. 􀁬􀁜􀀭􀁜􀀢􀀧􀁳􀁾􀁾􀀧􀀠 􀁃􀁗􀁉;􀁬,
􀀱􀀵e􀁾 􀁬􀀻e􀁬e􀁥s 􀁭􀁰􀀮 􀁁􀁾􀁯􀀱􀀵e􀁭g􀁰r􀀮ees Weather Cffcdftions Sunny& ot, Materials Cement Coarse Aggregate I Intermediate Aggregate Fine Aggregate Admixture I 􀁾􀀧􀁁􀁡􀁩􀁮􀁥􀁤􀀠Air
Water Added? Yes or No Yes Quantity of added water 10 Gallon Comments i Curing Method: Lime ,Diameter: 6,00" Cross-Sectional Test Method: Lab. Technician I SuturatedCuringTank ILength:
12,00" Area: 71.00 Sq. in ASTMC·39 Specimen i No, i Age (days) Date Tested Slump (inches) Total Load (Ibs) , Are. of Std. Compressive Strength (psi) i i Specified Strength (psi) 7343
a ! I : 7-10 6,QI! 77,690 28.27 2750 4000 b 2 7-11 79,155 .. 2800 c 3 7-12 .. " d 7 ... 7-16 " 28 • 8-6 .. 28 , 8-6 " " " ! " : , " " ! " i " " Re"ie"ed By: Ron 􀁐􀁬􀁥􀁡􀁳􀁡􀁮􀁴􀁾􀀠
MAS-TEK Engineering & Assoc., Inc CMT Manager 2550 􀁂􀀮􀁣􀁊􀁤􀁥􀁾􀂷􀁭􀁥􀁡􀁤􀁥􀀬􀀠Suite 105, Dallas, Texas 75237 (ph) 9721709-7384 (fax) 972-709-7385 
• • CONCRETE CYLINDER TEST REPORT Project Name Realty Road Addison, TX Subcontract Number IReport Number 02.00713 Client Name/Address TX Sterling Construction Contact Carl Wall Ft Wor'ill,
TX ! Mas·Tek 􀁐􀁲􀁾􀁥􀁣􀁴􀁲􀀭􀀺􀁵􀁭􀁢􀁥􀁲􀀠 I Sample 􀁃􀁏􀁾􀀺􀁾􀁾􀁾􀀸􀀲􀁄􀁡􀁴􀁥􀀠 : Report Date -02 -a ! 8-5-02 \-onoroto "upl'"er I Field Technician Lattimore Donald Napoleon 􀁓􀀡"􀀻'􀁾
􀁾􀁥g M'§taa. tirI+57 Marsh Ln. Turning into Realty Rd. Plant # 􀁔􀀧􀁩􀁾􀁾􀁩􀁎􀁯􀀮􀀠 I Ticke§No. 711 2281 I Time Sarerled 􀁔􀁾􀁥􀁂􀁡􀁩􀁥􀁦􀁥􀁤 MixI.D. ,--2.IOA. . i : lA.. 􀁃􀁾􀁮􀁾􀁴􀁥
Temp. i 􀁁􀁾􀀺􀀱􀀵􀀻􀀧􀀬 􀁗􀁾􀀽􀁲 Conditions 4 grees 2 e ees . Materials Cement Coarse Aggregate Intermediate Aggregate I Fine Aggregate Admixture 􀁾􀁮􀁴􀁲􀁾􀁥􀁤􀁁􀁩􀁲 .25 , i Water
Added? Yes or No i Quantity of added water i r Comments Curing Metho:o, Lime IDiameter: 6.00" ICross-Sectional ITest Method: I Lab. Technician SaiuratedCurmgTtmk Length: 12.00" IArea:
72.00Sq. in !ASTMC-39 i Total Load I Area of I Compressive I Specified Strength No. Specimen I Age I Date ! Slump (days) Tested i (inches) (Ib,) i Std. • Strength (psi) (psi) i i I •
7 8·5 i 2.75" 94,785 i 28.27 3350 4000 .;!.E!. •b 7 8-5 I 101,315 " 3580 ! c 28 . 8-26 i i " .... d 28 .. 8-26 " !" " i " I I " i . i " i " I . " " " I " Ron Pleasant"F? Reyiewed By:
GMT Manager MAS-TEK Engineering & Assoc., Inc 2550 􀁂􀀮􀁣􀁫􀁬􀁥􀁾􀂷􀁭􀁥􀁡􀁤􀀮􀀬 Suite 105, Dallas, Texas 75237 (Ph) 9721709-7384 (fax)972-709-7385 
I CONCRETE CYLINDER TEST REPORT l Project Name Realty Road Addison, IX Subcontract Number IReportNumber 02-00707 Client Name! Address IX SterlIng ConslIuct.on , Contact Carl Wall Ft
Worth. IX I Mas-Tek 􀁐􀁲􀁯􀁊􀁾􀁩􀁲􀀮􀁾􀁭􀁢􀁥􀁲􀀠 I SampIe 􀁃􀁯􀁬􀁬􀁥􀁣􀁾􀁯􀁮􀀠Date I Report Date 7-2 ·02 8-5-02 Concrete :supplier Field Technician Lattimore Donald Napoleon Sample 􀁾􀁣􀁡􀁴􀁩􀁯􀁾
Pavmg Sm. I +20 Realty Road PJant# I 􀁔􀁾􀁾􀁾􀁎􀁮􀀮􀀠 􀁔􀁾􀁫􀀮1􀁴1􀀡9􀁩 􀁬4􀁜_􀀧 􀁔􀁩􀁭􀁥􀁓􀁡􀁾􀁬􀁥􀁤􀀠 i Time Batched MixLD. 3:36A . ,3:04A.M. 􀁃􀁧􀁮􀁗􀁥􀁾􀀻􀁲􀁥􀁭􀁰􀀮􀀠 I 􀁁􀁩􀁦􀀮􀀢􀀱􀀵􀁾􀁊􀀢
􀁗􀀮􀁪􀀱􀁾􀁲 Conditions 4 e ees .) e ees Materials Cement I Coarse Aggregate Intermediate Aggregate Fine Aggregate Admixture En6rained Air 5. % Water Added? Yes or No Quantity of added
water Comments Curing Metbod: Lime Diameter: 6.00" Cross-Sectional • Test Method: Lab. Technician Saturated Curing Tank Length: 12.00" Area: 72.00 Sq. in IASTMC-39 • Specimen! Age Date
I Slump Total Load No. I (days) Tested i (inches) (Ibs) r'7471 a I 7 8·5 80· 93,515 · b 7 8·5 95,250 • c 28 8-26 d 28 Jl 8-26 I 7 i i i . -.. _ .. i I Areanf Std. 28.27 .". .". " "..
.. .. .. " " .. Reviewed Br' I Compressive I Specified Strength i Strength (psi) ! (psi) 3300 4000 3370 r ! ! i 􀀮􀀮􀁾􀁾. Ron PleasantW" MAS·TEK Engineering & Assoc., Inc CMT Manager
2550 Bccldeymeade, Suite 105, Dallas, Texas 75237 (ph) 972n09·7384 (fax) 972-709·7385 
CONCRETE CYLINDER TEST REPORT Project Name Realty Road Addison, IX 1-:::-:.. Subcontract Number I Report Number 02-00708 Client Name/Address IX Sterling Construction i Contact Carl Wall
Ft. WOI1h, IX i Mas-Tek ProJecftr.;umber -2 -a . i Sample 􀁃􀁯􀁬􀁬􀁥􀁣􀁾􀀸􀀺􀀠Date 7-2 -2 I Report Date 8-5-02 Lonerete "uppuer Lattimore I Field Technician Donald Napoleon 􀁓􀁾􀁭􀁰􀁬􀁥
mation avmg @tao 16+00 Realty Road 􀁾􀁾􀁴 # . I 􀁔􀁾􀁾􀁾􀁾 No. i i 􀁔􀁩􀁦􀀡􀀧􀁦􀁾􀀱􀀡􀀻􀀧􀁫􀀠 Tw&SlW1ed TiylrOleOBAa.l :f,e d ! Mi:<.LD. 􀁣􀁧􀁮􀀧􀁩􀁓􀁾􀀺􀀻􀁬􀁥􀁭􀁰􀀭 􀁁􀀱􀁦􀀳􀀱􀀵􀁾􀀬􀁊􀀧􀁥􀁥􀁳􀀠
􀁗􀁾􀁾􀁲 Conditions 4 e ees i Materials Cement Coarse Aggregate i Intermediate Aggregate --::::-. . Fine Aggregate Admixture IEntrained Air 2.)% Water Added? Yes or No Quantitv of added
water 􀀬􀁾􀀬􀀬􀀭􀀭􀀭􀀢􀀬􀀠 -.. Comments . 􀁒􀁥􀀢􀁩􀁥􀁗􀁥􀁤􀁂􀁾􀀧􀀺􀁟􀀭􀀭􀀭􀀺􀁒􀁯􀁮􀀠Pleasant1f' MAS-TEK Engin ••ring & Assoc., Inc CMT Manager 2550 Beckleymeade, Suite 105, Dallas, Texas
75237 (ph) 9721709-7384 (fax) 972-709-7385 Curing Metho.d: Lime IDiameter: 6.00" !Cross-Scctional ITest Method: I Lah. Technician 8alUraledCurlllg Tank ILength: 12.00" .Area: 72.008q_
in jA8TMC-39 . 􀁳􀁰􀁾􀁾􀁥􀁮􀀠I 􀀨􀀺􀁡􀁾􀀩􀀠 I :':t:d I 􀀨􀁾􀀺􀀺􀁾􀀩􀀡􀀠 􀁔􀁯􀁴􀁾􀁾􀁡􀁤􀀠 !. 􀁁􀀻􀀺􀁾􀀮􀁏􀁦􀀠 : 􀁾􀀺􀀺􀁾􀀺􀀻􀀻􀁾􀀭􀀭􀀺􀁳􀀧􀀭􀁰􀀭􀁥􀁣􀀢􀁾􀁩􀁦􀁩􀀭􀀺􀀺􀁬􀀭􀁾􀀺􀀭􀁳􀀺􀀭􀁾􀀭􀁲􀀭􀁥􀁮􀀭􀁧􀁴􀀭
􀀺􀀭􀁨􀀭􀀭􀀭􀁬􀀠 7472 a I 7 8-5 2.75" 96.325' 28.27 3410 4000 -b 7 8-5 172,675 " 3990 c 28 8-26 n ,.----1r--------------l d 28 ..t. 8-26 i , i L I " n " n " , " n " , "n 
CONCRETE CYLINDER TEST REPORT Project Name Realty Road Addison, TX Subcontract Number Report Number 02-00709 t--cu;;nt Name/Address TX Sterling Construction Contact Carl Wall : Ft. Worth,
TX Mas-Tek ProJedtumber Sample 􀁃􀁯􀁉􀀱􀁾􀁾􀁾􀀸􀀲􀁄􀁡􀁴􀁥􀀠 Report Date -02 -a 8-5-02 concrete 􀁾􀁵􀁰􀁰􀁵􀁥􀁲􀀠 Field T ecbnician Donald N"poleon -.... 8p'mple &?§ati1n avmg tao 9+25
Realty Road Pjant# Truck No. 1092 􀁔􀁾􀀡􀀧􀁦􀂧􀁪􀁊􀁾􀀧 i 􀁔􀁾Sa'fj'led 􀁔􀁩􀁭􀀱􀀧􀁊􀁾􀁡􀁾􀁥􀁤 MlxI.D. 􀀷􀀻􀁾􀀬􀀠A. Cgn'iSete Temp. : OA. A!f;15mp. Wgher Conditions 4 ogrees 4 egrees
. .an Materials Coarse Aggregate Intermediate Aggregate C=Cement Fine Aggregate Admixture En!!iained Air 4.' % Water Added? Yes or No Quantity of added water Comments Curing Method:
Lime Diameter: 6.00" iCross-Sectional :Test Method: I Lab. Technician Sa/waled Curing Tank Length: 11.00" •Area: 72.00 Sq. in ,ASTMC-39 Specimen Age Date , Slump Total Load Areanf Compressive
Specified Strengtb i (incbe,) Std. i Strength (psi) (psi) 7473 a No. (days) i Tested Ohs) 7 8-5 5 6.5" 92,200 28.27 I 3260 4000 : b : .. : 7 8·5 97,170 , 3440 .. c 28 8-26 .. d 28 8-26
-.,. .. .. .. .. ! .. : 􀁾.... " ".. i "I : " Ron Pleasant 􀁾 􀁒􀁥􀁾􀁩􀁥􀁷􀁥􀁤􀀠By: MAS-TEK Engineering & Assoc., Inc CMT Manager 2550 Bcckleymeade, Suite 105, Dallas, Texas 75237 (Ph)
9721709-7384 (fax) 972-709-7385 
Field Gradation of Pulverized lime Stablized Soil Mixture Project Name: Realty Road Addison, TX Project Number: 9-028-a Date: 7-23-02 Soil Description: Reddish tan, light brown, tan
LMTRD 02-02015 ---Report Number: 􀁲􀀭􀁾􀁾􀀠 􀁾􀀭􀀭􀀭􀀭􀁾􀀠 􀀭􀁾􀀠􀁾􀀭􀀭􀀭􀀭􀁾􀀭􀁾􀀠 􀁾􀀭 ,'fhmtJl1e Nu. Sumplc Wt. WI. 0/9' 􀁬􀁴􀁥􀁪􀁮􀁢􀁾􀁣􀁤􀀠 %lllWlug \"'t. % Rctnlncal % llassJng
N.T.C.O.G. Specs. U('suUs Rch,llIed on 􀀮􀁾􀁾􀀳􀀯􀀴􀀱􀁴􀀠 1*31411 Retained on ou#4 Sieve #4 Sieve 100% 6tWo. Pass/Fun )·314 Sic\'t! SJeve #4 Sieve l'nstdng Passh.g Sieve 􀀱􀁾􀀳􀁗􀀧􀀠
#4 Sieve SI(we I 51b 0 0 100% 1.6 32 68 Yes Yes -----􀁾􀀭 2 51b 0 0 100% 1.6 32 68 Yes Yes ----􀀭􀀭􀁾􀀺 􀁾􀀭 3 51b 0 0 100% 1.8 36 64 Yes Yes Pass 􀁾􀀭􀁾􀀭 􀁾􀀭􀁾􀁾􀀭 􀁾􀀭􀀭􀁾􀀭 􀀬􀁾􀁾􀀠
􀁾􀀭􀀭 􀁾􀀠 􀁾􀀠 􀁾􀀭􀀭 -----􀁾􀁾􀁾􀁾􀁾􀀭􀀭􀁾􀀠 􀁾􀁾􀁾􀀠 􀁾􀀭 􀀭􀁾􀀠 􀁾􀀭􀁾􀁾􀀠 4 SJb 0 0 100'% 1.8 36 64 Yes Yes Pass 5 Sib 0 0 100% 2.0 40 60 Yes Yes Pas;.; 6 5Jb 0 0 100% 1.8 36 64
Yes Yes Pass -------􀁾􀀭􀀭 Sample No. Location I St".I 1+52 Really Rd. 􀁾􀀭􀀭􀀭􀀭􀁾􀀭􀀭􀀭 2 􀁓􀁛􀁡􀁾􀀠14+50 Really Rd. ...... 􀀭􀁾􀀠􀁾􀀠-􀁾􀀠􀀭􀀭􀀭􀀭􀀭􀁾􀀠 􀀭􀁾􀁾􀀭 􀁾􀀭􀀭􀀭􀀭􀁾􀀠 3
Sh. 17+50 Really Rd. 􀀭􀁾􀀠 --------4 Stu. 21 +50 Realty Rd. 5 :')[a. 24+00 Renlty Rd. 􀁾􀀭􀀭􀀭􀀭􀁾􀀠 --􀀭􀁾􀀠 􀁾􀀭􀀭􀀭􀀭􀁾􀀠 (, S[". 0+74 Commercial Drive ----------------Mll.,-Tek
Engineering & A.soc., 1",:. Reviewed By: Ron Pleasant 􀁾􀀠 CMTManager 
CONCRETE CYLINDER TEST REPORT Project Name Realty Road Addison, IX Subcontract Number I Report Number 02-00609 r--=-. Contact Carl Wan , Ft Worth, TX 􀁍􀁡􀁳􀀭􀁔􀁥􀁫􀁐􀁲􀁯􀁊􀁥􀁣􀁴􀁾􀁵􀁭􀁢􀁥􀁲􀀠
, Sample 􀁃􀁯􀁾􀁥􀁣􀁴􀁩􀀰􀀸􀀺􀀠Date Client Name! Address TX Sterling Construction Report Date -02 -a ! -28· 2 7-19-02 Revised 8-5-02 l:oncrete 􀁾􀁵􀁰􀁰􀁬􀁬􀁥􀁲􀀠 Field Technician LMC
RlckHayes 􀁾􀁡􀁭􀁰􀁬􀀮􀀠􀁬􀀮􀀼􀀾􀁣􀁡􀁴􀁾􀁮 avmg Realty Qad 100' E ofBusiness St PJant# T'i'!c2ll); No. Ticket No. 7116191 􀁔􀁩􀁦􀀺􀁢􀀧􀀷􀁾􀁲􀁥􀁦􀀮􀁉􀀮􀁤􀀠 Tiri" Jt,atched 􀁍􀁾􀁾􀁌􀁄􀀮
1: 3 .M. 􀁃􀁾􀁾􀀧􀁬􀀵􀁾􀁬􀂥􀀺􀁾􀁭􀁰􀀮􀀠 􀁁􀁩;􀁊, 􀀿D􀁥e 􀁾􀀬es 􀁗􀀼􀀡􀁲􀁩􀁾􀁥􀁲􀀠Conditions Materials Cement Coarse Aggregate Intermediate Aggregate Fin. Aggregate Admixture Entrained
Air ...__.. 4.3 % Water Added? Yes or No No ! Quantity of ad ded water N/A Comments 􀁾􀀠 Curing Method: Lime ISaturated Curinf{ Tank Diameter: 6.00" Length: 12.00" Cross-Sectional Area:
72.00 Sq. in i Test Method: ! ASTMC-39 Lab. Technician I Specimen: Age 'Date Slump Total Load I Area of : ···Compressivc I Specified Strength i No. i (days) Tested (incbe,) (Ib,) Std.
Strength (psi) : (psi) i 7313 a 7 7·5 4" 101,409 28.27 3590 4000 b 7 7·5 98,251 , .. 3480 c 28 7-26 115,732 .. ! 4090 d 28 ... 7-26 117,821 " 4170 ! .. ! .. " , .. .. : ".. .. .. ..
Reyicwed By: Ron Pleasant «' lYL4.S-TEK Engineering & Assoc., Inc CMT Manager 2550 Becldeymeade, Suite 105, Dallas, Texa, 75237 (pb) 9721709-7384 (fax) 972-709-7385 
CONCRETE CYLINDER TEST REPORT Project Name Realty Road Addison, IX Subcontract Number I Report Number 02-00598 Client Name/Address IX Sterling Construction Ft WOlth, IX ! Contact Carl
Wall Mas" Tek 􀁐􀁲􀁯􀁾􀁥􀁣􀁴r.,umber -02 -a Sample 􀁃􀁯􀁾􀁣􀁴􀁪􀀰􀀰􀀧􀀲􀁄􀁡􀁴􀁥 􀀭􀀲􀁾􀀭 Report Dale 8-02-02 ....onerete ,,"upl'uer LMC , Field Technician Steve Stewart 􀁾􀁭􀁦􀁴􀁬􀁥􀀠􀁾􀁣􀁡􀁴􀁩􀁯􀁮􀀠
00 mg Sta, 30+85 P,lant# J 􀁔􀁾􀁾􀁾􀁩􀁎􀁯􀀮􀀠 􀁔􀁾􀁣􀁾􀀲􀁾􀁾􀀧􀀱􀀧􀀠 Tif'.Mll1\t¥'led 􀁔􀁾J:􀁾 􀁡0 􀁴􀁣,M􀁨􀁥 􀁤 Mi,< I.D. 􀁃􀁾􀁹􀁣􀀦􀁬􀀻􀀭􀀧􀀻􀀻􀀧􀁾􀁭􀁰􀀮􀀠 􀁁􀁩3􀀨 􀁾e􀁾 􀀬ees Weather
Conditions Swmy Material. Cement Coarse Aggregate Intermediate Aggregate Fine Aggregate I Admixture Entrained Air Water Added? Yes or No Yes Quantity of added water 15 GaHons Comments
Curing Method: Lime !Diameter: 6.00" cross-Sectional. ITest Method: Lab. Technician Saturated Curing Tank ILength: 12.00" Area: 72.00 Sq. In : ASTM C-39 Specimen Age Date Slump TotalLcad
No. (days) Tested (inches) (lbs) 7362 a 7 7-1I 3.5" 109,09) b 7 7-1I J1l,211 c 28 28 7-22 125,830 d 28 7-22 137,015 , : ! : I i I Area of Std. : 28.27 .. " " .". .. : .". ! .... .. ..
.. Compressive Specified Strength Strength (psi) (psi) 3860 3600 ,3930 .. 4450 4850 , : ! ! Reyiewed B)': Ron 􀁐􀁬􀁥􀁡􀁳􀁡􀁮􀁴􀁾􀀠 l\lAS-TEK Engineering & Assoc., Inc CMT Manager 2550
Becldeymeade, Suite 105, Dallas, Texas 75237 (Ph) 9721709-7384 (fa:<-) 972-709-7385 
CONCRETE CYLINDER TEST REPORT Project Name Realty Road Addison, IX Subcontract Number Report Number 02-00600 , Client Name/Address IX Sterling Construction Ft Worth, IX Contact Carl
Wall Mas-TekPr'ljectfumber -02 -a Sample 􀁃􀁯􀁬􀁾􀁾􀁾􀁾􀀦􀀾􀀮􀁄􀁡􀁴􀁥􀀠 Report Date 02-00600 Revised 8-5-02 (;oncrete Supplier LMC Field Tecbnician Rick Hayes 􀁓B􀁡o􀁭x􀁊 􀀾􀁾􀁡ve􀁴r􀁩t
􀀧S􀁴i 􀁥e Wall's PJant# 􀁔􀂧􀁾􀁾􀁫􀁎􀁯􀁟􀀠 􀁔􀁾􀁲􀁦􀁾􀁮􀁾􀀭 􀁔􀁩􀁭􀁥􀁓􀁡􀁾􀁥􀁤 11:45 A. . 􀁔􀁩􀁭􀁥􀁟􀁂􀁡􀁴􀁾􀁤 1 ::>3 A. . MixLD_ Cen?>"te Temp. 1 egrees 􀁁􀁾6􀁾 􀁾􀁊e 􀁲􀀬es 􀁗􀁦􀁾􀁲􀀻􀁴􀀻􀁾􀁾􀁡􀀣�
�􀁴􀁩􀁯􀁮􀁳􀀠 Materials Cement Coarse Aggregate Fine Aggregate Admixture Water Added? Yes or No No Quantity of added water NIA Comments Curing Method: Lime Saturated Curing Tank Diameter:
6.0011 Length: 12.00" Cross-Sectional Area: 72.00 Sq. in Te,t Method: ASTMC-39 Lab_ Technician Specimen No. Age (days) Date Tested Slump (inches) Total Load (lb,) Area of Std. Compressive
Strength (psi) Specified Strength (psi) 7364 a 7 7-4 4" 88,300 28.27 3120 4000 b 7 7-4 98,096 " 3470 c 28 7-25 123,510 " .l 4370 d 28 7-25 136,730 " 4840 􀁾• " " " " " " " " .". Ron
Pleasant 'Rf' MAS-TEK Engineering & Assoc., Inc CMT 1\1:-"''' 􀁾􀀢􀀾􀁲 2550 Becldeymeade, Suite 105, Dallas, Texas 75237 (ph) 􀀹􀀷􀀲􀀱􀀷􀀰􀀹􀀭􀀷􀀳􀀸􀁾􀀠(fax) 972-709-7385 
CONCRETE CYLINDER TEST REPORT Project Name Realty Road Addison, IX Subcontract Number Report Number 02-00578 Client Name/Address IX Sterling Construction Ft. Worth, IX Contact Carl Wall
Mas-Tek 􀁐􀁲􀁯􀁊􀁥􀁣􀁴􀁾􀁵􀁭􀁢􀁥􀁲􀀠 -02 -. Sample 􀁃􀀰􀀸􀁾􀁾􀁩􀁾􀁂􀀺􀁰􀁡􀁴􀁥􀀠 Report Date 07-02-02 Revised 8-5-02 Lonerete "uppu,r LMC Field Technician Rick Haye 􀁓􀁤ne􀁭 􀁾o􀁾c􀁣
-􀁡W􀁴􀁩e􀁯st􀁮 o􀀠fBusiness St P1aut# 􀁔􀁾􀁾􀁾􀁾􀁎􀁯􀀮􀀠 􀁔􀁾􀁾􀁦􀁭􀀧􀀹􀀧􀀠 Tilr:f Sampled :0 􀁔􀁾􀁥􀁂􀁡􀁴􀁣􀁨􀁥􀁤􀀠 :44 􀁾􀁾􀁉􀀮􀁄􀀮􀀠 􀁃􀂧􀁾􀁾􀁲􀁥􀁴􀁥 Temp. 􀁁􀁾􀁯􀁔􀁥􀁭􀁰􀀬􀀠 Weather
Conditions Clear Materials Cement I Coarse Aggregate Intermediate Aggregate Fine Aggregate Admixture E-rtrained Air .3% Water Added? Yes or No No Quantity of added water N/A Comments
Curing Metbod: Lime Saturated Curing Tank Diameter: 6.00" ungth: 12.00" Cross-Sectional Area: 72.00 Sq. in Test Method: Lab. Technician ASTMC-39 Specimen No. Age (days) Date Tested SlUmp
(inches) Total Load (Ibs) Area of Std. Compressive ! Specified Strength Strength (psi) (psi) 7342 7342 a 7 7·2 5.0 90.565 28.27 3200 4000 b 7 7·2 98,360 " 1 3470 c 28 7-23 : 120,717
" .4270 d 28 7-23 121,400 " 4290 i 􀁾, " " " : " I " " " " " i " Ron Pleasant tf MAS-TEK Engineering & Assoc., Inc eM'''''' '\II , IVla" 1gef 2550 BeckJeymeade, Suite 105, DaUa., Texas
75237 (ph) 972n09-7384 (fall) 972-709-7385 
CONCRETE CYLINDER TEST REPORT Project Name Realty Rnad Addison, TX Subcontract Number I Report Number 02-00577 Client Name/Address TX Sterling COl15truction Contact Carl Wall Ft WOl'ih,
TX 1 Mas-TekPr<yectr-;umber Sample 􀁃􀁯􀁬o􀁬 􀁾􀁩􀀹􀁾􀀺􀁰􀀮􀁴􀁥 Report Date 􀀭􀀲􀁾􀀭 07·02'()2 Revised 8-5'()2 L:oncrete ::;upp"er -02 -a Field Tecbnician LMC Rick Haye Sp,mEie 􀁾􀁡􀁓􀁩􀀰􀀧􀁒􀀠
. _ av g-ea ty d.@1st. Dnve way@St•. 1, +00 Plant # 􀁔􀁾􀁾􀁔􀁦􀀼􀁎􀁯􀀮􀀠 􀁔􀁾􀀡􀀼􀁦􀁭􀀧􀀲􀀧􀀠 Tiple_Sampled Time Batched 􀁾􀁾􀁌􀁄􀀮 ,,4) 3:22 􀁃􀁧􀁾􀁾􀁲􀁥􀁴􀁥􀀠Temp. AiJa1emp. Wer,ther
Condition. C.ar Materials Cement Coarse Aggregate Intermediate Agg regate Fine Aggregate Admi'\-ture 􀁅􀁮􀁾􀁲􀁾􀁮􀁥􀁤 Air 4. 0 Water Added? Yes or No No Quantityofadded water N/A Comments
Curing Method: Lime Saturated Curing Tank Diameter: 6.00" Length: 1'1.00" :Cross-Sectional I Test Method: 1Area: 72.00 Sq. in :ASTM C-39 Lab. Technician Specimen I Age No. (days) Date
Tested Slump (inches) I Total Lead . (Ibs) 1 Area of Std. Compressive Strength (psi) Specified Strength (psi) 7341 a 7 7-2 4.0 95,790 28.27 3380 4000 b 7 7-2 106,140 " 3750 c 28 7-23
122,344 " i 4330 d 28 .. 7-23 119,838 " 4240 !i " " " " " : " " . " .". Reviewed By: Ron Pleasant¢ lI<IAS-TEK Engineering & Assoc., Inc CMT Manage:;r 2550 Becldeymeade, Suite 105, Dallas,
Texas 75237 (ph) 9721709-738-1 (fax) 972-709-7385 
CONCRETE CYLINDER TEST REPORT Project Name Realty Road Addison, IX Subcontract Number Report Number 02.00576 , Contact Carl Wall FI Worth, IX Mas-TekProJe&tr-;umber Client Name/Address
IX Sterling Construction Sample 􀁃􀀰􀀸􀁾􀁬􀁩􀁦􀀾􀀳 Date RepOriDale • 2 -a -2)-2 07-02-02 Revised 8-5-02 concrete :suppller Field Technician LMC Rick Haye Sample 􀁾􀁣􀁡􀁴􀁩􀁯􀁮 Pavmg
Realty and Marsh Pjant# 􀁔􀀹􀁾􀂧􀁫􀁎􀁯􀀮􀀠 I 􀁔􀁩􀁦􀁦􀁦􀁭􀁾􀀠 Time Sampled 􀁔􀁾􀁥􀁂􀁡􀁴􀁣􀁨􀁥􀁤􀀠 MixI.D. :39 􀁃􀂧􀀸􀁾􀁲􀁥􀁴􀁥 Temp. 2:15 AiJolemp. Wc, fe,tahr er Conditions Materials
Cement Coarse Aggregate lDtermediate Aggregate Fine Aggregate Admixture 􀁅􀁮􀁾􀁲􀁡􀁩􀁮􀁥􀁤􀀠Air 4. % Water Added? Yes or No No Quantityof added water N/A Comments CuringMetho.d:Lime
IDiameter: 6.00" ICross-Sectional !TestM.thod: Lab. Technician Saturated Ctmng Tank Length: 12.00" 'Area: 72.00 Sq. in :ASTM C-39 Specimen Age ! Date Slump Total Load No. (days) Tested
(inches) (Ibs) : 7340 a 7 7·2 4.0 88,640 7340 b 7 7-2 98,525 c 28 7-23 119,635 d 28 􀁾􀀠 7-23 121,770 1 I Area of Compressive Specified Strength Std. i Strength (psi) (psi) 28.27 3130
4000 .. 3480 .. .i. 4230 .. 4310 ".. .. " " .... " " " Re"iewed 􀁂􀁹􀀺􀁟􀀭􀀺􀁒􀁾􀁯􀁲􀀱􀀠P leasa 􀁮􀁴􀁾􀀠 MAS·TEK Engineering & Assoc., Ine CMT Manager 25S(} Beckleymeade, Suite 105,
Dallas. Texas 75237 (ph) 972n09-7384 (fax) 972-709·7385 
CONCRETE CYLINDER TEST REPORT Project Name Really Road Addison, TX Subcontract Number ReportNumber 02-00614 Client NamciAddress IX Sterling Construction Contact enrl Wall Ft Worth, TX
Mas-Tek 􀁐􀁲􀁯􀁪􀁟􀁾􀁴􀀠N_aumber Sample CoUe_ctio_'I12Date Report Date 9·v28-, 6 28 U: 7-19-02 Revised 8-5-02 􀁾􀁯􀁮􀁣􀁲􀁣􀁴􀁥􀁾􀁵􀁰􀁰􀁬􀁾􀁲􀀠 􀀭􀀭􀀭􀀭􀁾􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭..
._rl􀁾􀁆􀁾􀁷􀀷􀁉􀁤􀁾􀁔􀀽􀀭􀁥􀁣􀁾􀁨􀀭􀁮􀀷􀁫􀁾􀁩􀁡􀀭􀁮􀀭􀀭􀀭􀀭􀀭􀀭􀁾􀀭􀀭􀁾􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀻􀀠 6 ::1.1 :O;;.A:.;:.::;M;;."______􀁩􀀭􀀽􀁣􀀶􀀴􀁾􀀧􀁟􀀺􀁟􀁟􀁟􀁟􀀺􀀺􀀭􀀭 -.,-_____-:-__---1
􀁾􀀭􀀽􀁌􀁍􀁾􀁃􀁾􀁟􀁟􀁟􀁟􀁟􀁟􀁟􀁟􀁟􀁟􀁟􀁟􀁟􀁟􀁟􀁟􀁟􀁟􀁟􀁟􀁟􀁟􀁟􀁟􀁟􀁟􀁟􀁟􀁟􀁟􀁟􀁟􀁟􀀠 ______􀁾􀀦􀁣􀁫􀁈􀁾􀁾􀀠 Sample Location . Pavmg, Realty road 100 • oiE. Commercial Dr. Pjant # 􀁔􀁾􀁾
No. Ticket No. 7118214 Tilne_SalllPled , Time Batched 􀁍􀁾 I.D . ., ;O)A.M: _______--t-......::. 􀁃􀁧􀀸􀀧􀁬􀀵􀁾􀁾􀁬􀁥􀁾􀁭􀁰􀀮􀀠 􀁁􀁩􀁦􀀵􀀧􀁂􀁾􀁊􀁥􀁥􀁳􀀠 􀁗􀁃􀁾􀁥􀁲 Conditions Materials
Cement Coarse Aggregate Intermediate Aggregate Fine Aggregate Admixture E,ptrained Air .3% Water Added? Yes or No No Quantityof added water NfA Comments Curing Method: Lime Saturated
Curing Tank Diameter: 6.00" Length: 11.00" Cross-Sectional I Test Method: Area: 72.00 Sq. in: ASTM C-39 Lab. Technician Specimen No. r-:;:m • Age (days) Date I Slump Tested , (inches)
I Total Load I (Ibs) Area of I Compressive I Specified Strength Std. Strength (psi) , (psi) 7 7-5 5" 89,220 28.27 3160 4000 b 7 7·5 94,485 " 3340 c 28 7-26 121,585 .. 1 4300 d 28 􀁾􀀠
7-26 126,515 .. 4480 1" .. .. .. .. I .. n .. i .. " " ReViCWedBY:_---,Rc-On Pleasant'f' MAS-TEK Engineering & Assoc., Inc CMT Manager 2550 􀁂􀁥􀁣􀁫􀁬􀁥􀁾􀂷􀁭􀀮􀁡􀁤􀁥􀀬􀀠Suite 105, DaUas,
Texas 75237 (ph) 972f709-738-1 (fax) 972-709-7385 
CONCRETE CYLINDER TEST REPORT Project Name Realty Road Addison, TX Subcontract Number i Report Number 02-00664 Client Namel Address TX Sterling Construction iContact Carl Wall Ft. Worth,
TX 􀁍􀁡􀀮􀀭􀁔􀁥􀁫􀁐􀁾􀁾􀁴􀁲􀀮􀀺􀁵􀁭􀁢􀁥􀁲􀀠 I Sample 􀁃􀁏􀁾􀀺􀀧􀁩􀁾􀀿􀀸􀁬􀂷􀁴􀁥􀀠 Report Date -2 -a 8-5-02 rennerete ;,;uppller ! Field Technician LMC I Stephen Mason 􀁓􀁾􀁭a􀁬v􀀺 􀁴g􀁥
􀀠􀁾􀁡A􀁴p􀁩p􀁯ro􀁮x􀀠. 300' form .mters.ectlO n "fRealty & CommercI.a l Eastbound Pjant# I 􀁔􀁜􀁾􀁾􀁾􀁎􀁯􀀮􀀠 : 􀁔􀁾􀁦􀁦􀁕􀁾􀀧􀁬􀀻 t-='.. I 􀁔􀁾􀁥 SalI!f.'ed MixI.D. I 􀁔􀁾􀁥􀁂􀁡􀁾􀁥􀁤􀀠
I :30A . :JOA. I 􀁃􀂧􀁾􀁗􀁥􀁴e!􀁥2TTeeesm p. I 􀁁􀁩7􀁲7􀁔 D􀁥e􀁾 􀁊􀁥e􀀠es : 􀁗􀁦􀁩􀁲􀁾􀁬􀀺􀁾􀁈􀁩􀁾􀁾􀁩􀁴􀁩􀁯􀁮􀁳 Material::s______-.___,..________􀁾__􀁟􀀺􀁟􀁟􀀺􀀺􀁟􀀭􀀭􀁾􀀭􀀭􀀭􀀭􀀭
___-I cemen_t___________+I_.cC"0arse Aggregate Intermediate Aggregate Fine Aggregate Admixture Entrained Air 1 1 3.5 % Water Added? Yes or No Yes 1 Quantity of added wate_r_ 5 Gal_loo_s
____________-1 Comment. Method ofPlacemeut -Paving lvfixer Curing Method: Lime IDiameter: 6.00" ICross-Sectional : Test Method: I Lab. Technician SaturaledCaring Tank ILength: 12.00"
IArea: 72.00 Sq. in IASTMC-39 . Specimen Age Date I Slump Total Load I' Area of 1 Compressive I .. Sp';'ifiedStrength No. (days) Tested 1 (inches) (lb.) 1 Std. Strength (psi) (psi) 7428
a 7 7-24 1 4,7511 122,815 i 28.27 4340 4000 b 7 7-24 129,515 .. 1 4580 c 28 8-14 i .. : -' d 28 ..tl 8-14 , .. , "1 .. -. .. 1 I " I , .. .. 1 .. I .". L " 1 1 " Reviewed By: Ron Pleasant#"
MAS-TEK Engineering & Assoc., Inc CMT Manager 2550 Beckleymeade, Suite 105, Dallas, Texas 751:37 (ph) 9nn09-738.t (fax) 972-709-7385 
CONCRETE CYLINDER TEST REPORT Project Name Realty Road Addison, IX Subrontract Number I Report Number 02·00665 Client Name/Address IX Sterling Construction ,Contact Carl Wall Ft. Worth,
IX I 􀁍􀁡􀁳􀀭􀁔􀁥􀁫􀁐􀀱􀁾􀁴􀁲􀁵􀁭􀁢􀀮􀁲􀀠 I Sample 􀁾􀁯􀁬􀁬􀁾􀀧􀁦􀀱􀀿􀀦􀁄􀁡􀁴􀁥􀀠" ReportDat. -2 -a 8·5-02 concrete :supplIer Field Technician LMC Stephen Mason 􀁾􀁭􀁰􀁬􀁥􀁫􀁧􀁣􀁡􀁴􀁪􀁾􀀠
_ . . avrng eally . approx 4)0' trom Realt)' & CommerClal, Eastbound Piant # i 􀁔􀀧􀁩􀀧􀀶􀁾􀁾􀀠No. 􀁔􀁩􀁊􀀧􀁨􀁥􀁧􀁾􀀧􀀸􀀢􀀠 Time 􀁓􀁡􀁾􀁬􀁥􀁤􀀠 , Time Batched MixLD. 6:10A . i 4:50AM.
Cgl!'l3ete Temp. I' , ) egrees .'\I'7r 9' Beer J,e es 􀁗􀁾􀁦􀀳􀀺􀁲􀀺􀁗􀁾􀁤􀁩􀁴􀁩􀁯􀁮􀁳 Materials Cement ICoarse Aggregate Intermediate Aggregate Fine Aggregate ! Admixture 􀁾􀁮􀀶􀁾􀁩􀀡􀀺􀁥􀁤􀀠Air
􀀭􀀽􀀺􀀧􀁾􀀮􀀠 Water Added? Yes or No Yes 􀀬􀁾􀁵􀁡􀁮􀁴􀁩􀁴􀁹 of added water 5 Gallons Comments Curing Metb.::d: Lime. IDiameter: 6.00" ICross-Seetional SlItUrat.d Curmg Tank,l Length:
12.00" I Area: 72.00 Sq. in Specimen Age I Date Slump I Total Luad ! No. (days) I Te.Te.ted (inches) i (Ibs) i 7429 a 7 7-24 5.5" : 97,220 b 7 7·24 111,130 c 28 8-14 d 28 .. 8-14 i !
I i ! I i -, !I , I Test Method: I' Lab. Technicil\ll ASTMC-39 Area of I Compressive I Specified Strength Std. I Strength (psi) I (psi) 28.27 3440 4000 .. 3930 tt ., .. .. .. , .. ..
.. i .. .. .. " " I Reviewed 􀁂􀁾􀀧􀀺􀀠 Ron Pleasant 􀁾􀀠 MAS-TEK Engineering & Assoc., Inc CMT Manager 2550 Beckleymeade, Suite 105, Dallas, Texas 75237 (ph) 9721769-7384 (fax) 972-709-7385

CONCRETE CYLINDER TEST REPORT Project Name Realty Road Addison. IX Subcontract Number I Report Number 02-00669 􀁾.. Client Namet Address IX Sterling Construction i Contact Carl Wall
PI. Worth, IX I Mas-Tek 􀁐􀁲􀁾􀀧􀁩􀁦􀀺􀁴􀁲􀀮􀀺􀁵􀁭􀁢􀁥􀁲􀀠 ; Sample 􀁃􀁯􀁬􀁾􀁥􀁙􀀹􀀰􀀸􀀺􀀠Date Report Date 8-5-02 r-<:;oiicrete Supplier -2 ·a I -• 2 Field Technician Stephen Mason Samli!e
􀁌􀁯􀁣􀁡􀁴􀁩􀁾􀁾􀀠 LMC Pav .. g Realty . approx 200 ft' from Realty &. Surveyor, Eastbound Pjant# I 􀁔􀁾􀁾􀁥􀁫􀁎􀁯􀀮􀀠 I Tlfl'leHi,% 􀁔􀁾􀁭􀁥􀁟􀁓􀁡􀁔􀁲􀁬􀁥􀁤􀀠 I T\l'\e 􀁂􀁡􀁾􀁥􀁤 Mb:I.D.
:]) A. . I A. . cgU'j5ete Temp. W8ather Cwditions .::; elrrees I 􀁁􀁩􀁦􀀹􀁾􀁧􀁜􀀧􀁥􀁥􀁳􀀠 􀁶􀁥􀁲􀁣􀁡􀁳􀁴􀁾􀀠 ann Materials Cement II 􀁣􀁯􀁡􀁾􀁾􀁥 Aggregate Intermediate Aggregate Fine
Aggregate I Admixture I 􀁅􀀺􀁦􀁾􀁲􀁾􀀺􀁮􀁥􀁤 Air Water Added? Yes orNo Yes I Quantity of added water 5 Gallons Comments Curing Method: Lime Diameter: 6.00" Cross-Sectional Te.t Method:
I Lab. Technician Saturated Curing Tank Length: 12.00" Area: 72.00 Sq. in ASTM C-39 "specimen I . Age I" Date ; Slump : Total Load ! Area of I Compressive I i No. (days) Tested i (inches)
; (lbs) i Std. Strength (psi) i i 7433 a b c d I 28.27 " " " " .. " .. n .. H I .. 3460 3380 ,-Specified Strength (psi) 4000 Ron Pleasant 􀁾􀀠 MAS-TEK Engineering &. Assoc., Inc CMT
Manager 2550 Beckleymeadc, Suite lOS, Dallas, Texas 75237 (Ph) 􀀹􀀷􀀲􀀱􀀷􀀰􀀹􀀭􀀷􀀳􀀸􀁾􀀠(fax) 972-709-7385 
CONCRETE CYliNDER TEST REPORT Project Name Realty Road Addison, TX Subcontract Number Report Number 02-00588 Client Name/Address TX Sterling Construction Contact Carl Wall Ft. Worth,
TX Mas-TekPr'ljectr,umber Sample 􀁃􀁯􀁬o􀁬􀁾 􀁣􀁴􀁩􀁯􀁾􀀠Date ReportDate -02 -a -25-2 07-02-02 Revised 8-5-02 Loncrete "uppner Field Technician LMC Rick Haye 􀁓R􀁡e􀁭a􀁒 􀁬ty􀁥 􀁬􀁣d􀁦
􀁾􀁴􀁩B􀁯u􀁮siness St., Paving Pjant# 􀁔􀁲􀁵􀁣􀁾􀁎􀁯􀁟􀀠 􀁔􀁩􀁣􀁫􀁥􀁴􀁾􀁯􀁟7117 95 Time Sampled 10: 2 Tirb" Batched 􀁍􀀶􀁾􀁉􀁟􀁄􀀭 7: 5 CggcrSete Temp_ 7:59 Aif;15mp. Weather Conditions
egrees 9 egrees Clear Materials Cement Coarse Aggregate Intermediate Aggregate Fine Aggregate Admixture 􀁅􀀴􀁮􀁾􀁲􀁾􀀺􀁮􀁥􀁤􀀠Air Water Added? Yes or No No Quantity of added water N/A
Comments Curing Method: Lime Saturated Curing Tank Diameter: 6.00" Length: 12_00" Cross-Sectional Area: 72_00 Sq_ in Test Method: ASTMC-39 Lab. Technician Specimen No. Age (days) Date
Tested Slump (inches) Total Load (lbs) Area of Std_ Compressive Strength (psi) Specified Strength (psi) 7352 a 7 7-2 5.0 88,990 28_27 3140 4000 b 7 7-2 93,045 .. 3290 c 28 7-23 117,675
.. ! 4160 d 28 7-23 115,811 .. 4100 􀁾• .. .. .. .. .. .... .. .. .. Reviewed 􀁂􀁾􀀧􀀺􀀠 Ron Pleasant {(JF MAS-TEK Engineering & Assoc., Inc GMT Manager 2550 Bec\deymeade, Suite 105,
Dallas, Texas 75237 (ph) 􀀹􀀷􀀲􀀱􀀷􀀰􀀹􀀭􀀷􀀳􀀸􀁾􀀠(fax) 972-709-7385 
CONCRETE CYLINDER TEST REPORT Project Name Realty Road Addison, IX Subcontract Number ! Report Number 02-00663 Client NamclAddrcss IX Sterling Consul1otion Contact Carl Wan Ft Worth
Mas-Tek P1ectr-,nmber Sample coq"Ttj?8:fate Report Date -02 -a 8-2-02 concrete 􀁾􀁵􀁰􀁰􀁬􀁬􀁥􀁲􀀠 Field Technician Stephen Mason Sample: 􀁾􀁣􀁡􀁴􀁩􀁯􀁮􀀠 . . LMC Pavmg eally & Commercial
Eastbotmd approK 50ft from mlerseotlOn Plant # T!il!ckNo. 􀁔􀁾􀁭􀁾􀀧􀂧 7 􀁾􀀶􀀠 Time 􀁓􀁡􀁾􀁬􀁥􀁤􀀠 􀁔􀁩􀁭􀁥􀁂􀁡􀁾􀁥􀁤 MixLD. 2:30 A., . i 1:40 A. . Cgn'J5ete Temp. 􀁁􀁾􀁲􀁾􀁭􀁰􀀮 Weathe\fonditions
4 egrees i 7 egrees NIght, alTIl Materials Cement i Coarse Aggregate I Intermediate Aggregatc Fine Aggregate ! Admixture I 􀁾􀁮􀁴􀁲􀁡􀁩􀁮􀁥􀁤􀀠Air _2% Water Added? Yes or No Yes I Quantity
of added watcr 15 Gallons Comments • Site forman was notified ofhigh slump Method ofPlaeernen! -Paving Mixer Curing Method: Lime Saturated Curing Tank Diameter: 6.00 tf Length: 􀀱􀀲􀀮􀁾􀁏􀀢􀀠
Cross-Scctional Area: 72.00 Sq. in Test Method: ASTMC-39 Lab. Technician Specimen No. Age Date 0 Slump (days) Tested (inche') Total Load (Ills) i Area of Std. Compressi". Strength (psi)
Specified Strength (psi) ! 7427 a 7 7-24 7" 79,330 28_27 2806 4000 b 7 7-24 103,715 " i ,3670 0 28 8-14 ! .. " d 28 .... 8-14 " • 0 i " i .". ! .. i " i ".. i 0 " " i i i " Ron Pleasant<jf
GMT Manager MAS-TEK Engineeriug & Assoc., Inc 2550 Beckleymeade, Suite 105, Dallas, Texas 75237 (Ph) 972f709-7384 􀀨􀁦􀁡􀁾􀀩􀀠972-709-7385 I 
CONCRETE CYLINDER TEST REPORT Project Name Realty Road Addison, IX Subcontract Number : Report Number 02-00611 Client Name/Address IX Sterling Cons!!1lction Contact Carl Wall Ft Worth,
IX 􀁍􀁡􀁳􀀭􀁔􀁥􀁫􀁐􀁲􀁯􀁾􀁥􀀸􀁴􀁲􀁵􀁭􀁢􀁥􀁲􀀠 I Sample 􀁣􀁯􀁾􀀺􀁺􀀺􀁾􀁾􀀰􀀧􀀲Date Report Date -2 •• 7·l6-D2 Revised 8-5·02 concrete :suppuer Field Technician Rick Hayes Sample 􀁾􀁡􀁴􀁩􀁯􀁮􀀠
. LMC Pavmg 3 • East of Busmess St Plant # i 􀁔􀁾􀁴􀁎􀁯􀀮􀀠 T' !reiN lJ'11 19't TiFe,Sl'R'fled I Tif'igl}a1ted 􀁍􀀶􀁾􀁌􀁄􀀮􀀠 7 􀀺􀁉􀁾􀀠P. 􀁃􀂧􀀸􀁗􀁥􀁾􀁾􀁭􀁰􀀮􀀠 􀁁􀁾􀀱􀀵􀁭􀁰􀀮 Weather
Conditions S egrees Clear Materials Cement Coarse Aggregate Intermediate Aggregate Fine Aggregate Admixture 􀁅􀁬􀁴􀁲􀁾􀁥􀁤􀁁􀁩􀁲 ,8 °0 Water Added? Yes or No No Quantity of added water
NtA Comments ! Curing Meth".d: Lime IDiameter: 6.00" iCross-Sectional l!.t>turated Curmg Tank' Length: 12.00" Area: 72.00 Sq. in , Specimen' Age ! Date I Slump Total Load I Test Method:
Lab. Technician ASTMC·39 I No. , (days) I Tested : (inches) (Ib-) Area of Std. 7375 a I 7 77·5 5" 100,521 I 28.27 b 7 7-5 101,986 c 24 7-26 115,535 d 24 7-26 125,400 -; ----" .". ..
I .. " " " " " " .". Compre.sive : Specified Strength Strength (psi) (psi) 3560 4000 , 3610 4090 : .. 4440 -Reviewed By: Ron Pleasant?f? MAS-IRK Engineering & Assoc., Inc GMT Manager
2550 Becldeymeade, Suite 105, Dallas, Texas 75237 (Ph) 9721709-7384 (fax) 972·709·7385 
CONCRETE CYLINDER TEST REPORT Project Name Realty Road Arlington, IX _Su beontract Number Report Number 02-00612 ... Client Name/Address IX Sterling Construction Contact Carl Wall Ft.
Worth" IX Mas.Tek P"!iectr .:umber I Sample 􀁃􀁯􀁾􀁥􀁣􀁴􀁩􀀰􀀸􀀺􀀠Date Report Date , :.02 -a : -28-2 7 -16-02 RevlSed 8-5-02 Lonerete :>npplier Field Technician LMC Rick Hayes 􀁾􀁡􀁭av􀁦
􀀺􀀱g􀁥 􀀠L<>cation turn lane @Realty, 300' East ofMarsh Pjant# I􀁔􀁬􀀧􀁏􀁾􀁎􀁯􀀮􀀠 􀁔􀁾􀁬􀀧􀁦􀁭􀁴􀀠 􀁔􀁩􀁭􀁥􀁾􀁷􀁤􀀠 • Time !ats!:{d MJgI.D. 11:0 , . : 1:2 A. , 􀁃􀁾􀁾􀀧􀀱􀀵􀁾􀁾􀁾􀁭􀁰􀀮􀀠
I􀁁􀁾􀀱􀀵􀁭􀁰􀀮 Wtather Conditions 8 egrees Jear Materials Cement Coarse Aggregate Intermediate Aggregate Fine Aggregate --c...... Admi>:tur. Entrained Air 4.8% Water Added? Yes or No
No Quantity of added water N/A Comments Cnring Method: Lime Saturated Curing Tank Diameter: 6.00" Length: 12.00" Cross·Sectional Test Method: Area: 72.00 Sq. in ASTMC·39 Lab. Technician
Specimen No. Age (days) Date Slump Tested ' (lncbes) Total Load (lbs) Area of Std. Compressive Strength (psi) Specified Strength (psi) 7376 a 7 7·5 5"· 90,900 28.27 3210 4000 b 7 7·5
97,540 " 3450 c 28 7·26 125,175 " , 4430 d 28 7·26 125,885 .. -4450 -.; .". .. , .. .. : ".. .. .. " 􀁒􀁥􀀬􀀢􀁩􀁥􀁷􀁥􀁤􀁂􀁹􀀺􀁟􀀭􀀽􀁒􀁾􀀨􀀩􀁮􀀠Pleasant 􀁾􀀠 MAS-TEK Engineering & Assoc.,
Inc CMT Manager 2550 'Beckleymeade, Suite 105, DaHas, Texas 75237 (Ph) 9nn09-7384 (fax) 972-709·7385 
CONCRETE CYLINDER TEST REPORT Project Name Realty Road Addison, IX Subcontract Number Report Number 02-00610 Client Name/Address IX Sterling Construction Ft. Worth, IX Contact Carl Wall
Mas-Tek Pr'ljectr--umber -02 -a Sample 􀁃􀁯􀁾􀁥􀁣􀁴􀁩􀀰􀀸􀀺􀀠Date -28-2 Report Date 7 -16-02 Revised 8-5-02 Loncrete o;uppuer LMC Field Technician Rick Hayes Sample Loca-»on Pavmg 100'
est of Big Box Culvert Plant # 7 􀁔􀁬􀁩􀁾􀁴􀁎􀁯􀀭 Ticket No_ 7118203 􀁔5􀁾. 0S f.R'.f. led Time Ba!t.ed 3:53 P .. 􀁾􀁉􀁟􀁄􀁟􀀠 􀁃􀁾􀁮o􀀧􀁩 􀀵􀁥􀁴􀁥􀀠Temp_ egrees 􀁁􀁩􀁲􀁾􀁭􀁰􀁟75 egrres
Weather Conditions Clear Materials Cement Coarse Aggregate Intermediate Aggregate Fine Aggregate Admixture Entrained Air 4.9% Water Added? Yes orNo No Quantity of added water NlA Comments
Curing Method: Lime Saturated Curing Tank Diameter: 6.00" Length: 12.00" Cross-Sectional Area: 72.00 Sq. ill Test Method: ASTMC-39 Lab_ Technician Specimen No_ Age (days) Date Tested
Slump (inches) Total Load (Ibs) Area of Std. Compressive Strength (psi) Specified Strength (psi) 7374 a 7 7-5 511 88,170 28.27 3120 4000 b 7 7-5 94,670 " 3350 c 28 7-26 131,400 " , 4650
d 28 7-26 134,225 " .. 4750 􀁾􀀠 " " " " " " " " " " Reviewed By: Ron 􀁐􀁬􀁥􀁡􀁳􀁡􀁮􀁴􀁾􀀠 l\rIAS-TEK Engineering & Assoc., Inc GMT Manager 2550 BeckJeymeade, Suite 105, Dallas, Texas
75237 (Ph) 9721709-7384 (fax) 972-709-7385 
Page 1 of! Steve Chutchian From: Bruce Grantham [Bgrantham@gbwengineers.com] Sent: Monday, August 12, 2002 2:06 PM To: steve chutchian Cc: Angela Stoddard; jerry holder Subject: Preemption
Status Steve: I spoke with Tom Kolko at Durable Specialties and he did not see a problem with running the preemption conduit and cable inside the abandoned force main along Surveyor.
I will call Ben Glaybour at DART when he returns from his vacation tomorrow to deterrn ine if any approval is required from his office. Regards, Bruce , " 8112/02 
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TEXAS-STERLING CONSTRUCTION, LP LETTER OF TRANSMITTAL 2100 N Hwy 360, Suite 106-A Grand Prairie, Texas 75050 LDA!E 􀀬􀀻􀁾􀁟􀁾􀀮􀀠 􀀬􀀭􀀭􀀭􀁾􀁟􀀮􀁉􀀻􀁟􀀹􀀻􀀻􀁟􀂷􀁊􀀻􀁟􀁕􀀻􀀻􀀻􀁉􀀭􀁾􀁏􀀽􀀲􀁟􀁌􀁣􀀮􀀢􀁃�
�􀀮􀀢􀁎􀁏􀀮􀀠 T-0202 Tel: 972-606-2733 i ATT.ENTE.N _ ._M!:..􀀡􀀺􀁵􀁬􀀼􀀢􀁾􀁁􀀮􀁊􀀼􀁬􀁬􀁾􀁢􀀨􀁬􀁮􀀯􀁪􀀾􀁲􀁯􀁊􀁟􀁯􀁣􀀨􀀠t.11m"llcr Fax: 972-606-2713 I .... __ liE:_.. 􀁾􀀭 􀀮􀁾􀁾􀀭􀀭
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􀁾􀀭...􀁾􀀭..-...-.. 􀁾􀀭􀀭 COPY TO SIGNED: 􀁾􀀨􀁮􀁊􀁃􀁬􀁾􀁟􀀠 _Wall 􀁾􀀠 Project Manager 
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FIELD COMPACTION TEST Project Name Realty Road Addison, TX Client Name/Address Client Contact TX Sterling Construction Carl WaIl Subcontract Number Report Number 02-01437 Mas-Tek No.
9-028'a ' I Te.t Date 6·29-02 Report Date 7·23·02 Test Procedure ASTM2922,3017 Technician Steve Stewart Test Sample Description Curve No. Unit Dry Weight Moisture ConteDt Comments No.
, Ma:s.imu Field Optimum Field (see below) 1 Light tan LMTRD 104.6 105.4 17.0 14.8 100+".10,2 2 Light tan LMTRD 104.6 103.0 17.0 16.8 98%,1,4 3 Light tan LMTRD 104.6 106.9 17.0 16.9
100+%, I 4 Light tan LMTRD 104.6 108.3 17.0 17.8 􀀱􀀰􀀰􀀫􀀢􀁾􀀬􀀠1 ! , Comments: Test No. Test Location' Remarks I St•. 12+00 North on Marsh Ln. lime subgrade 2 Retest # 1 3 . SIa. 15+69
East on Marsh Ln. lime Subgrade 4 SIa. 13+81 Northeast on Marsh In. lime Subgrade .. , . I " Comments: I. Unit Dry Weight and Moisture Content comply 􀁖􀁜􀁾􀁴􀁨􀀠specification 2. Unit
Dry Weight does not comply mth specification 3. Moisture Content does not comply 􀀬􀀬􀁾􀁴􀁨􀀠specification 4. Retest 5. Approved By Others. MAS·TEK Engineering & Assoc., Inc. Reviewed
By: Ron 􀁐􀁬􀁥􀁡􀁳􀁡􀁮􀁴􀁾􀀠 2550 Beckleymeade Suite 105, Dallas, TX 75237 CMT Manager (ph) 9721709·7384 (fax) 9721709·7385 
FIELD COMPACTION TEST Project Name Realty Road Addison, TX . Client Name/Address TX Sterling Construction . Ft Worth, TX Client Contact Carl Wan Subcontract Number . . Report Number
02-01439 Mas-TekNo. 8-023-8 ITest Date 6-24-02 Report Date 7-23-02 Te.t Procedure ASTM2922.30!7 . Technician Steve Stewart Test No. I 2 3 4 Sample Description TanLMTRD TanLMTRD TanLMTRD
TanLMTRD . CurveNo. Unit Dry Weight Maximu Field 97.6 101.6 97.6 118.5 97.6 102.8 97.6 116.8 Moisture Content Optimum Field 22.0 15.3 22.0 165 22.0 12.4 22.0 12.2 Comment. (seehelow)
100+",1" 1,3 100+%,1,3 100+%,1,3 100+%,1,3 , Comments: Test No. Test Location f Remarks I Sta. 20+50 Northeast from Realty Road 2 Sm. 24+50 Northeast from Realty Road 3 Sta. 27+50 Northeast
from Realty Road 4 . SIR. 0+40 Northeast from Realty Road , .. .. • Comments: I. Unit Dry Weight and Moisture Content comply with specification 2. Unit Dry Weight does not comply with
specification 3. Moisture Content does not comply with specification 4. Retest 5. Approved By Others. MAS-TEK Engineering & Assoc., Inc. Reviewed By: Ron 􀁐􀁬􀁥􀁡􀁳􀁡􀁮􀁾􀀠 2550 Beckleymeade
Suite 105, Dallas, TX 75237 CMT Manager (ph) 9721709·7384 (fax) 9721709-7385 
CONCRETE CYLINDER TEST REPORT Project Name Realty Road Addison, 'IX I , Subcontract Number Report Number 02-00397 ! Client Namef Address TX Sterling Construction Contact Carl Wall Truck
No. . 􀁔􀀡􀁦􀁾􀁭􀀧􀀡 􀁔􀁦􀀧􀁦􀁾􀁴􀀱􀁨􀁥􀁤􀀠 MixLD. Ft Worth, 'IX 􀁍􀁡􀁳􀁾Tek pr<t/!iliW:mber Sample 􀁃􀁯􀁾􀁾􀁾􀀿􀀸􀁬􀁡􀁴􀁥􀀠 ReportUate 􀀶􀀮􀀷􀀮􀁯􀁩􀁒􀁾􀁶􀁩􀁳􀁥􀁤􀀠7.11'.02 u.ncret.
:,;uppller Field Technician Steve Stewart 􀁓􀁾􀁭􀁰􀀯􀁴 􀁾􀁾􀁯􀁮 all LMC tao + etw PJant# 􀁔􀁾4􀁥.3􀀵 􀁾􀁒.􀀧 􀁬􀁬􀁥􀁤 􀁃􀀳􀁔􀁾􀁾􀁊􀀻􀁾􀁭􀁰􀀮􀀠 􀁁􀀢􀀴􀁢􀁾􀀱􀁥􀁥􀁳􀀠 􀁗􀁾􀀺􀁡􀁹􀁲􀁦􀁾􀁲􀁾􀁾􀁮􀁳
Materials Cement Coarse Aggregate ;Intermediate Aggregate YmeAggregate Admixture Entrained Air Water Added? Yes or No Yes Quantity ofadded water 15 Gallons Comments Curing Method: Lime
Salurated Curing Tank Diameter: 6.00" .Cross-Sectional Length: 11.00" iArea: 72.00 Sq. in Test Metbod: Lab. Technician ASTMC39 Specimen No. Age (days) Date Tested Slump (incbes) Total
Load (lb,) Arcaof Std. Compressive Strengtb (PSi) SpecifICd Strength (psi) 7162 a 7 5-3\ 5.5" 82,855 28.27 2930 3600 b 7 5·31 85,445 " 3020 c 28 6·21 109,200 " , 3860 d 28 6-21 111,775
" .. 3950 􀁾􀀠 .. . ." . .. .. .. " I .". .". Reviewed By:__􀀮􀀮􀀮􀀺􀁓􀀽􀀮􀀡􀁴􀁘􀁬􀁥􀁰􀁬􀀧􀁬􀁨􀁾􀁥􀀺􀀡􀀮􀀡􀀮􀁮...M...""a""so,....iJ-i MAS-TEK Engineering & Assoc., Inc Materials Coordinator
2550 :Becldeymeade, Suite 105, DaDas, Texas 75237 (Ph) 97W09-7384 (fax) 972-709-7385 
CONCRETE CYLINDER TEST REPORT Project Name Reall¥ Road Addison, TX Subcontract Number Report Number 02-00610 Client Name/Address TX Sterling Construction Contact Carl Wall Ft Worth,
TX 􀁍􀁡􀁳􀀭􀁔􀁥􀁫􀁐􀁲􀁯􀁊􀁾􀁴􀁲􀀮􀀺􀁵􀁭􀁢􀁥􀁲􀀠 -2 -a Sainple 􀁃􀁯􀁾􀀱􀀡􀁾􀀦􀁄􀁡􀁴􀁥􀀠. . Report Date 7-i6.()2 . l:oncrete l>upplier Field Technician LMC Rick Hayes 􀁾􀁾a􀁥g􀁍O􀀧􀀦'􀁗
􀁥e􀁮st􀀠 ofBl.g Box Culvert P.J3nt# 􀁔􀁾􀁴􀁎􀁯􀀮􀀠 􀁾􀁾􀁾􀀮 􀁔􀀥􀀢􀁏􀁾􀁲􀁬􀁬􀁥􀁤􀀠 􀁔􀁾􀁾􀁬􀁬􀁬􀁾􀁊􀁦􀂷􀁤􀀠 MJi LD• 􀁃􀁭􀀺􀁗􀁥􀁾􀁭􀁰􀀮􀀠 􀁁􀁾􀀺5 􀁂􀁭e􀁰gr􀀮res 􀁗􀁴􀁲􀁾􀁥􀁲 Conditions
Materials Cement Coarse Aggregate lntermedlate Aggregate Fme Aggregate Admixture 􀁅􀁮􀁾􀁲􀀮􀁪􀁬􀁩􀁮􀁥􀁤􀀠Air 4. • Water Added? Yes orNo No Quantity ofadded water N/A Comments . Curing
Metbod: Lime Diameter: 6.00" Cross-Sectional Test Metbod: Lab. Technician Saturated Curing Tank Length: 12.00" Area: 71.00 Sq. in ASTMC-39 Specimen Age Date Slump Total Load No. (days)
Tested (inches) (lb.) 7374 a 7 7-5 5" 88,170 b 7 7-5 94,670 c 28 7-26 d 28 7-26 Area of Std. 28.27 .. .. .. n " " " It " .". .. n Reviewed By: Compressive Specified Strength Strength
(PSI) (psI) 3120 3600 3350 i Ron 􀁐􀁬􀁥􀁡􀁾􀁾􀀠􀁬􀁴􀁾􀀠 MAS-TEK Engineering & Assoc.,Inc CMT r." ., .'. 􀁾􀁲􀀠 2550 Beckleymeade, Suite lOS, DaHas, Texas 75237 (Pb) 972n09·7384 (fax)
972·709.7385 
CONCRETE CYLINDER TEST REPORT Project Name Realty Road Addison. TX Subcontract Number Report Number 02-00611 Client Name/Address TX Sterling Construction Contact Car! Wall Ft Worth.,rX
􀁍􀁡􀁳􀀭􀁔􀁥􀁫􀁐􀀢􀀧􀀡􀁩􀁾􀁲􀀮􀀺􀁵􀁭􀁢􀁥􀁲 . Sample 􀁃􀁯􀁾􀁾􀁾􀁾􀀦􀁄􀁡􀁴􀁥 . Report Date· . 16 0 -0 -a 7--2 \.Concrete "uppner Field Technician LMC Rick Hayes 􀁓􀁦a􀀮 􀁾􀁥g 􀁾􀁾􀁡e􀁴o􀁾
t􀁮y 􀀠Rd. turru.ng Jane 150' East ofMarshal Lane Piant # 􀁔􀁜􀁾􀁾􀁎􀁯􀀮􀀠 􀁔􀁾􀁬􀁦􀁈􀁾􀀧􀁫􀀠 􀁔􀁷􀀺􀁥􀁓􀁡􀁾􀁬􀁥􀁤􀀠 􀁾􀁩􀁦􀀮􀁾􀁥􀁤 􀁍􀁾􀁊􀀮􀁄􀀮 :32 A. 􀁃􀁾􀁙􀁗􀁥􀁾􀁾􀁥􀁭􀁰􀀮􀀠 􀁁􀁾􀀺􀁂􀁭􀁰􀀮
􀁗􀁴􀁾􀁥􀁲 Conditions S egrees Materials Cement Coarse Aggr:egate Intermediate Aggregate Fine Aggregate Admixture 􀁅􀁬􀀮􀁾􀁲􀁡􀁩􀁯􀁥􀁤􀀠Air .% Water Added? Yes or No No Quantity ofadded
water N/A Comments Curiog Metbod: Lime Diameter: 6.00" Cross-Sectional !Test Method: Lab. Technician Saturated Curing Tank Length: 11.00" Area: 71.00. Sq. in IASTMC-39 Specimen Age Date
Slump Total Load No. (days) Tested (mches) (Ibs) 7375 a 7 7-5 5" 100,591 b 7 7-5 98,752 98,752 c 24 7-26 d 24 7-26 􀁾• . Area of Compressive Specified Strength Std. Strength (psi) (psI)
28.27 3560 3600 .. 3490 .. : .. .. .. .. .. .. .... .. .. .. . Kon Pleasant Reviewed By: CMT Man::-•3rt' MAS-TEK Engineering & Assoc., Inc .J 2550 􀁂􀁥􀁣􀁫􀁬􀁥􀁾􀀧􀁄􀁴􀁥􀁡􀁤􀁥􀀬 Suite
105, DaHas, Texas 75237 (Ph) 972n09-7384 (fax) 972-709-7385 
CONCRETE CYLINDER TEST REPORT Project Name Realty Road , Arlington, TX Subcontract Number Report Number 02.00612 Client NamefAddress TXSterling Construction Contact Carl Wan .Ft. Worth.
TX . Mas·T ek P"'1J!lf:!f-:mber 􀁓􀁡􀁭􀁰􀁬􀁥􀁃􀁯􀁾􀁾􀁧􀀿􀀦􀁄􀁡􀁴􀁥􀀠 Report Date 7· 1 6 . 02 (;oncrete :supplier Field Technician LMC Rick Hayes ,=:􀁾􀁔􀀡􀀺􀁮􀁀 Realty, 300' East ofMarsh
'1ant # 􀁔􀀩􀀧􀀶􀁾􀁎􀁯􀀮􀀠 􀁔􀁾􀁬􀀧􀁦􀁭􀀧􀁴􀀠 􀁔􀁉􀁦􀁙􀁾􀁏􀁾􀁾􀂷􀁤􀀠 􀁔􀁩􀁲􀁮􀁥􀁂􀁡􀁴􀁾􀁤 I :22A 􀁍􀁬􀁾􀁌􀁄􀀮􀀠 􀁾􀁾􀁾􀁾􀁾􀁭􀁰􀀮􀀠 􀁁􀁩􀀡8 􀁩􀁾e􀁗 􀀬ees Wcri:er Conditions Materials
Cement Coarse Aggregate Intermediate Aggregate Fine Aggregate Admixture 􀁅􀀮􀁲􀀮􀁲􀁾􀁩􀁮􀁥􀁤􀀠Air Water Added? Yes or No No Quantity ofadded water N/A Comments Curing Method: Lime 6.00"
Cross-Sectional Test Method: Lab. Technician Saturated Coring Tank T, ..." 12.00" Area: 72.00 Sq. in ASTMC.39 Specimen Age Date Slump Total Load I Area of No. (days) Tested (inches)
(Ibs) Std. 􀁉􀁾􀀮􀀠 7·5 5" 90,900 28.27 b 7 7·5 97,540 " c 28 7·26 " d 28 7·26 It 􀁾􀀠 It " . . "" " It It " " " Reviewed By: MAS-TEK Engineering & Assoc.. Inc 2556 Beckleymeade. Suite
165, Dallas, Texas 75237 (Ph) 9721709-7384 (fax) 972-709-7385 Compressive Specified Strength Strength (psi) (psi) 3210 3600 3450 􀁾􀀠 . -"'1 I : "RoT. 18am 􀁃􀁍􀁔􀁍􀁡􀁮􀁡􀁧􀁥􀁾􀀠 
Lime Depth Check Project Name Really Road Subcontact Number Project Number 02-02867 Client Name/Address Contact TX Ster1ing Construction Cad Wall -Ft. Worth, TX Mas-Tek Number Sample
Collection Date Report Date 9-028-a 7-8-02 7-22-02 Test Type Field Technician Urne Deplh Check Donald Napoleon Location Actual Required Sta. 33+00 Arapaho 6.5' 6.0' Sta. 30+00 Arapaho
7.5' S.O' Sla. 28+00 Arapaho 7.0' 6.0' Sla. 26+00 Arapaho 7.5' 6.0' J. .,.. , " ReVIewed By: KOn fJleas􀁡􀁮􀁴􀁾 CMT Manager: Mas-Tek Engineering & Associates., Inc. 
Field Gradation of Pulverized lime Stablized Soil Mixture Project Name: Realty Road Addison, TX Project Number: 9-02803 Date: 7·8·02 Soil Description' Tan LMTRD Report 􀁎􀁵􀁭􀁢􀁥􀁲􀁾􀀠
02-010 SnmpleNo. Sample Wi. WI. % Retained % Passing Rebdned.on 􀁏􀁾􀁽􀁾􀀴􀀧􀀠 1-3/4" 1-3/4 SJeve Sieve Sieve I SIb 0 0 100% 2 Sib 0' 0 100% --------Sample No. LocatJon 􀁾􀀭􀀭􀀭􀀭1 St•.
33+00 Arapaho 2 Sill. 31+50 Arapaho . ----WI. % Retained %P_g N.T.C.O.G. Speco. R..oIts Retained on on #4 SIeve #451... 100% 60% PassfIIalJ #4 Sieve Pas,lng P....lng 1..J/4" #4 SIeve
Sieve 1.6 32 68 Yes Yes Pass 1.2 28 72 Yes' Yes Pass . , :.--------, .. Reviewed By: Ron Pleasant 􀁾􀀠 CMT Manager: , Mas-Tek Engineering & Assoc., Inc. 
CONCRETE CYLINDER TEST REPORT Project N8Ine Realty Road Addison, TX Subcontract Number Report Number 02-00600 Client Name/Address TX Sterling Construction Ft. Worth, TX Contact Car1Wall
-M ......Tek 􀁐􀁲􀁯􀁊􀁾􀁾􀁲􀀮􀀺􀁭􀁢􀁥􀁲􀀠 Sample 􀁃􀁯􀁾􀁾􀀹􀁾􀀸􀁬􀁡􀁴􀁥􀀠 Report Date 7-19-02 . ,-oncrete :suppner LMC Field Technician ill ckHayes 􀁓􀁾􀀡􀁗􀁃􀁾􀀤􀁙􀀧􀀦 Wall's PJant#
T§l1ikNo• 􀁔􀁾􀀡􀀧􀁦􀁭􀀥􀀧􀀠 􀁔􀁬􀁭􀁥􀁾􀁡􀁾􀁥􀁤 11:4 A . 􀁔􀀧􀁬􀀸􀁾􀁓􀂥􀀧􀁽􀁴􀁩􀁬􀁬􀁤􀀠 MixLD. 􀁃􀁾􀀿􀁾􀁾􀁭􀁰􀀮􀀠 􀁁􀁾􀀶􀁾􀁾􀁓􀀠 􀁗􀀱􀁾􀀻􀁦􀀺􀀺􀁾􀁾􀀺􀁬􀁹􀁬􀁩􀁴􀁩􀁯􀁮􀀮􀀠 Materials Cement
Coarse Aggregate Intermediate Aggregate Fine Aggregate Admixture Entrained Air Water Added? Yes or No No Quantity of added water N/A Comments Curing Method: Lime Saturated Curine Tank
Diameter.: 6.00" Length: 12.00" Cross-Sectional Area: 72.00 Sq. in Test Method: ASTMC-39 Lab. Technician Specimen No. Age (days) Date I Slump Tested . (inches) Total Load (lbs) Area
of Std. Compressive Strength (psi) Specif"red Strength (PSi) 7364 a 7 7-4 4" 88,300 28.27 3120 4000 b 7 7-4 98,096 " 3470 c 28 7-25 " .i. d 28 , 7-25 " .". .". " " " , .. .. " Reviewed
By: StePhenMaa MAS-TEK Engineering & Assoc., Inc Materials Coor or 2550 Beckleymeade, Suite 105, Dallas, Texas 75237 (Ph) 972n09-7384 (fax) 972-709-7385 
CONCRETE CYLINDER TEST REPORT Project Name Realty Road Addison, TX Subcontract Number Report Number 02-00614 Client Name/Address TXSterling Construction Ft. Worth, TX. Contact Carl Wall
􀁍􀁡􀁳􀀭􀁔􀁥􀁫􀁐􀁲􀁾􀀤􀁾􀁲􀀮􀀺􀁭􀁢􀁥􀁲􀀠 Sample 􀁃􀁏􀁾􀁾􀀸􀀺􀁦􀁡􀁴􀁥􀀠 Report Date 7-19-02 Loncrete 􀁾􀁵􀁰􀁰􀁵􀁥􀁲􀀠 [MC Field Technician Rick Hayes 􀁓P􀁡a 􀁾􀁥g, It:.'iSltytl oron ad
100 'ofE. Commerci.al Dr. PJanttl T9!tNo• 􀁔􀁩􀁦􀁴􀀩􀀱􀁔􀁉􀁾􀀠 􀁔􀁩􀁦􀀺􀀸􀀧􀁳􀁾􀁾􀁰􀁬􀁥􀁤􀀠 􀁔􀁾:􀁥IOBAat er.. ed 􀁍􀁾􀁉􀀮􀁄􀀮􀀠 􀁃􀁭􀁬􀁾􀁾􀁾􀁭􀁰􀀮􀀠 􀁁􀁾S􀁾 􀁭e􀁰gr􀀮ees 􀁗􀁃􀁲􀁥􀁾􀁥􀁲
Conditions Materials Cement Coarse Aggregate Intermediate Aggregate Fine Aggregate Admixture EJ'Jr4tined Air Water Added? Yes or No No Quantity of added water N/A Comments Curing Method:
Lime Saturated Curing Tank 6600" T 􀁾􀁮􀀼􀁲􀁩􀁨􀂷􀀠12_00" Cross-Sectional Area: tum ", in """''''0-39 Lab. Technician Specimen No. Age (days) Date Tested Slump (inches) Total Load '
(lbs) Ansof Std. Compressive Strength (psi) Specified Strength (psi) 7378 a 7 7-5 5' 89,220 28.27 28.27 3160 4000 b 7 7-5 94,485 " 3340 c 28 7-26 " 􀁾􀀠 d 28 7-26 " :; " " . " It . "
" . " " .". ...... .L I /Reviewed By: 􀁾􀀢􀁔􀁰􀀮􀁮􀁬􀁬􀁴􀀻􀀱􀀱􀀠 􀁾􀀠 MAS·TEK Engineerlng & Assoc. Inc Materials U)or 2550 Becldeymeade, SUite lOS, Dallas, Texas 75237 (Ph) 972n09·7384
(fax) 972·709·7385 
CONCRETE CYLINDER TEST REPORT Project Name Realty Road Addison, TX Subcontract Number Report Number 02-00609 Client Name/Address IX Sterling Construction Contact Carl Wall Ft. Worth,
TX . Mas-Tek 􀁐􀁲􀁯􀁊􀁾􀁴􀁲􀀭􀀺􀁵􀁭􀁢􀁥􀁲􀀧􀀠 -2 -a Sample 􀁃􀁏􀁾􀁾􀁾􀁾􀀸􀁬􀁡􀁴􀁥􀀠 Report Date .' . 7-19-02 {;oncrete Supplier Field Technician LMC Rick Hayes 􀁾􀁭a􀁋v 􀀡􀁥g 􀁾􀁣ea􀁡lt􀁴y
􀁾􀁮o􀀠ad 100' E ofBu. sm. ess St 􀁾􀁡􀁮􀁴􀀣􀀠 􀁔􀀧􀁩􀀧􀁉􀁾􀁾􀁎􀁯􀀮􀀠 􀁔􀁾􀁭􀁦􀀱􀀻􀁾􀀧􀀠 􀁔􀁩􀁭􀁥􀁾􀁗􀁦􀁬􀁥􀁤 2:07 . Time "afted 1:23 . 􀁍􀁾􀁌􀁄􀀮􀀠 􀁃􀂧􀀸􀁗􀁥􀁾􀁾􀁭􀁰􀀭 AiJ5; :Eemgprr•es
W<!r.t,1:.er Conditions Materials Cement Coarse Aggregate :Intermediate Aggregate . Fine Aggregate Admi'rture E,f.jrcW'ed Air Water Added? Yes or No No Quantity of added water N/A Comments
Curing Method: Lime Diameter: 6.00" Cross-Sectional Test Method: Lab. Technician Saturated Curing Tank Length: 12.00" Area: 72.00 Sq. in ASTMC·39 Specimen Age Date Slump Total Load No.
(days) Tested (inches) (lbs) 7313 a 7 7-5 4" 101,409 b 7 7-5 98,251 c 28 7-26 d 28 .. 7-26 􀁾• Area of Std. 28.27 " " " " " " " " " " " " " Reviewed By: Compressive Specified Strength
Strength (psi) (psi) 3590 4000 3480 1 Stephen Mason MAS-TEKEngineering & Assoc., Inc Materials 􀁃􀁯􀁯􀁲􀁾􀀠 2550 Beckleymeade, Suite 105, DaUas, Texas 75237 (Ph) 9721709-7384 (fax) 972-709-7385

Lime Depth Check Project Name Realty Road Sub contact Number Project Number 02-02869 Client Name/Address" Contact TXSlerling Construction " Carl Wall Ft. Worth, TX " ! Mas-Tek Number
Sample Collection Date Report Date 9'()28-a 6-20-02 Test Type Lime Depth Check 7-23-02 Field Technician Stephen Mason Location Actual Required Sta. 12+00 on Marsh Ln. 6.5" 6" Sta. 13+81
on Marsh Ln. 6.25" 6" Sta. 15+69 on Marsh Ln. 6" 6" " ,• 4 • ReVIewed By: Kon Plea􀁳􀁡􀁮􀁴􀁾􀀠 CMT Manager Mas-Tek Engineering & Associates., Inc. I 
Field Gradation of Pulverized lime Stablized Soil Mixture Project Name: Realty Road Addison, TX project Number: 9-028-a Date: 6-20-02 Soil Description: Tan LMTRD Report Number: 02-02011
SJlmplcNo. SJlmplc WI. WI. % Retained 􀁾􀁖􀀮􀀠Passbtg Retained on on 1-314" 1·314" 1-3/4 st"". SJeve Sieve 1 51bs 0 0% 100% 2 51bs 0 0% -\00% 3 51bs 0 0% 100% 4 51bs 0 0% 100% S 51bs
0 0% 100% 6 5lbs. 0 0% 100% S.mpleNo. Location 1 Realty Road East bound 2 Realty Road East bound 3 Realty Road East bound 4 Really Road East bound . S Realty Road West bound 6 Realty
Road West bound WI. 0/0 Retained % l'lIsslng N.T.CO.G. Spe<s. Retatned on on #4 Sieve #4 Sieve 100% &00/0 114 Sieve . PWlSlng Pll9!1blg 1·3/4" #4 Steve stev. -----1.4 28 .:74 Yes Yes
-----.1.6 32 68 Yes Yes 1.6 32 68 Yes Yes 1.2 24 76 Yes Yes 2.0 40 60 Yes Yes 2.0 40 60 Yes Yes ----------..:. ...... Ruults l)lWIJi'nR Poss Poss Poss Poss Pass Poss Reviewed By: Ron
P'eaSi:::HlI.« Mas-Tek Engineerillg &Assoc., Inc. CMT Manager I 
Lime Depth Check Project Name Really Road Subcontact Number Project Number , 02-02871 Client Name/Address Contact TX Sterling Construction Carl Wall Ft. Worth. TX Mas-Tek Number Sample
Collection Date Report Date 9-028-a 6-24-02 7-23-02 , Test Type Field Technician Ume Depth Check Steve Stewart Location Actual Required Sta. 20+50 on Marsh Ln. 8" 8" Sta. 24+50 on Marsh
Ln. 8" 8" Sta. 27+50 on Marsh Ln. 8" , ' 8" Sta. 20+40 on Marsh Ln. 8" 8" ..• ..; • , Ron F'leasant .. ReVIewed By. CMT Manager tf Mas-Tek Engineering & Associates., Inc. 
Steve Chutchian To: JDAVIS4@oncorgroup.com Subject: RE: STREET LIGHT REMOVAL ON REALTY ROAD (NEW ARAPAHO ROAD) James -As per Our conversation on July 16, 2002, the Town is requesting
that the existing lighting and wire along Realty Rd. be removed. It is also requested that Oncor make every effort to restore the operation of street lights along Realty Rd. and Business
Ave., in accordance with the schedule that we discussed on July 16th. Thanks. Steve Chutchian -----Original Message----From: JDAVIS4@oncorgroup.com [mailto:JDAVIS4@oncorgroup.com] Sent:
Friday, July 19, 2002 11;30 AM To: Schutchian@ci.addison.tx.us Subject: STREET LIGHT REMOVAL ON REALTY ROAD (NEW ARAPAHO ROAD) Steve, It is my understanding from conservations with you
on Monday, July S, and Thursday, July 11, that it is the request of the Town of Addison that Oncor remove the existing wire and light standards along Realty Road (future Arapaho Road
Extension) before any replacement lighting is operational. This will result in this road being without luminaire lighting. Furthermcre, as I explained in our conversation Monday, July
8, two lights along Business Avenue will have no power when the above mentioned wire is removed. Realty Road will have no luminaire lighting until the new lights on the north side of
the road are operational. Business Avenue will have no luminaire lighting until the new lights on the , south side of Realty Road are operational. Please indicate by .eturn e-mail that
the Town ofllddison requests the removal of the existing lighting and • wire along Realty Raod and understands that Realty Road and Business Avenue will be without Oncor luminaire lighting
until new street lighting is operational. Thank you, James Davis 1 
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CONCRETE CYLINDER "rEST REPORT Project Name Realty Road Addison, TX Subcontract Number ReportNumber 02"00398 Client Name/Address TX Sterling Construction Contact Carl Wall Ft Worth,
TX Mas-Tek􀁐􀁲􀀧􀁬􀀯􀁾􀁲􀀭􀀻􀁵􀁭􀁢􀁥􀁲􀀠 Sample 􀁃􀁯􀁬􀁬􀁥􀁣􀁾􀀰􀀸􀀺􀀠Date Report Date . 􀁾􀀭􀀲􀀠 -2 6-6-02 ReVIsed 7-11"02 \..:oucrere buppner -0 -s Field Technician Steve Stewart ,,'"Wge􀁾􀁡􀁴􀁩􀁯�
�􀀠 LMC ta. 0+58Inlet waIl P/ant# 􀁔􀀧􀁩􀁾􀀧􀁦􀁎􀁯􀀮􀀠 TicI !%:4t fg806' 􀁔􀁾􀁾􀁥 SaRrled 􀁔􀁉􀁭􀁥􀁾􀁾􀁥􀁤 MixI.D. 2:00 􀁗􀁾􀁴􀀧􀀺􀁬􀀻􀁲 Conditions .OP. 􀁃􀁾1􀁮 􀁾􀀺e 􀁬o􀁥e􀁭s'􀁰 􀀮􀀠
Ar6: Bemgrpo•es COll Y Materials Cement Coarse Aggregate Intermediate Aggregate Fine Aggregate Admixture Entrained Air Water Added? Yes orNo Yes Quantity of added water 5 Gallons. Comments
Curing Method: Lime Diameter: 6.00" Cross-Seetional Test Method: Lab. Teehnician Saturated Curing Tank Length: 12.00" Area: 71.00 Sq. in ASTMC-39 Specimen I Age Date Slump Total Load
Area of Compressive Speeified Strength No. (days) Tested ('anches) (lbs) Std. Strength (psi) (psi) 7163 a 7 6-3 5,511 85,197 28.27 3010 3600 b 7 6-3 83,789 .. 2960 c 28 6-24 118,710
.. , 4200 d 28 6-24 121,155 .. ... 4290 ..; . .. 􀁾􀀠 .. .. .. .. .... .. .. .. Re\'iewed By: Ron Pleasant ¥? MAS-TEKEngineering & Assoc_, Inc CMT Manager 2550 BeckleJmeade, Suite 105,
Danas, Texas 75237 (Ph) 972n09-7384 (fax) 972-709-7385 
CONCRETE CYLINDER TEST REPORT Project Name Realty Road Addison, TX Subcontract Number Report Number 02.00468 Client Name/Address TX Sterling Construction Contact Carl Wall Ft Worth,
TX Mas-Tek ProJectr,umber' Sample 􀁃􀁯􀁕􀀶􀁾􀁾􀁾􀀱􀁬Date Report Date . -02 -8 6·21·02 ReVIsed 7-11-02 ,",onerete ",upplier Field Technician Rick Hayes 􀁗􀁯􀁲􀁬􀁬􀀱􀀢􀁥􀁮􀁾􀁧􀁴􀁧􀀺􀀺􀀮􀁾􀀠top
of culvert LMC Pjant# 􀁔􀀧􀁩􀁬􀁩􀁾􀁎􀁯􀀮􀀠 􀁔􀁾􀁣􀁦􀁦􀁈􀀧􀀱􀁾􀀠 Til'! 􀁾􀁒􀁦􀁬􀁥􀁤 􀁔􀁩􀁦􀀺􀁾􀁦􀁩􀁩􀀬􀁾􀁥􀁤 MixI.D. 4.0 . 􀁃􀁾􀀡􀁬􀀧􀁗􀁥􀁴􀁥 Temp. 􀁁􀁩􀁦􀁬􀁬􀁪􀁾􀀠 􀁗􀁾􀁡u􀁴n􀁢n􀁥y􀁲􀀠Conditions
􀁾􀀠 egrees Materials Cement ;-Aggregate Intermediate Aggregate Fine Aggregate Admixture Entrained Air Water Added? Yes orNo No Quantity of added water N/A Comments Curing Method: Lime
Diameter: 6.00" Cross-Sectional Test Method: Lab. Technician SlIfurated Curing Tank Length: 11.00" Area: 71.00 Sq. in ASTMC-39 Specimen Age Date. Slump Total Load Area of Compressive
Specified Strength No. (days) Tested (incbes) (Ibs) Std. Strength (psi) (psi) 7233 a 7 7 6-14 4" 98,630 28.27 3490 3600 b 7 6-14 100,701 " 3560 c d 14 14 􀁾􀀠 121,930 123,864 " " , ..
4310 4380 􀁾􀀠 "" " " " " " " " " Reviewed By: Ron Pleasant 􀁾 CMT Ma.1ager MAS-TEK Engineering & Assoc., Inc 2550 Beckleymcade, Suite lOS, DaDas, Texas 75237 (Ph) 9721709-7384 (fax)
972·709-7385 
Lime Depth Check Project Name Realty Road Subcontact Number Project Number 02-02864 Client Name/Address Contact TX Sterling Construction Carl Wall Addison, TX Mas-Tek Number Sample Collection
Date Report Date 9-028-a 6-28-02 Test Type Lime Depth Check Location Realty Rd. Westbound Sta. 30+00 Realty Rd. Westbound Sta. 31+00 Realty Rd. Westbound Sta. 33+00 ... 􀁾• 7" 7" 7"
7-8-02 Field Technician Stephen Mason Actual Required 6" 6" 6" 􀁾􀀠 Reviewed By: 􀁓􀁴􀁥􀁐􀁨􀁥􀁮􀁍􀁾􀀠 Materials 􀁃􀁯􀁯􀁾􀀠 Mas-Tek Engineering & Associates., Inc. 
Lime Depth Check Project Name RaaltyRoad ..􀁾.. Subcontact Number Project Number 02-02866 Client Name/Address Contact TX Starlin Construction Carl Wall Ft. Worth, TX Mas-Tek Number Sample
Collection Date Report Date 9-028-a 6-21-02 7-15-02 Test Type Lime Depth Check Field Technician Steve Stewart Location Actual Required Sta. 13+89 Realty Road South Bound 8" 8" Sta. 18+00
Realty Road South Bound 8" 8" Sta. 19+70 Realty Road South Bound 8" 8" 􀁾􀀠 I---􀁾􀀠 '" 􀁾• Reviewed By. 􀀭􀀭􀀬􀀮K􀀢O􀁲􀀭n􀀮 􀁾P􀀭l􀀺e􀀺a􀀭s􀀭a􀀽n􀀭 􀀭􀀭􀀭􀁾 CMT Manager Mas-Tek Engineering
& Associates., Inc. 
FIELD CO:MPACTIONTEST Project Name Realty Road Addison, TX Client Name/Address I Client Contact TX Sterling Construction Car) Wan Ft Worth, TX Subcontract Number Report Number 02-01430
Mas-Tek No. 9-028-. ITest Date 6-21-02 Report Date 7-15-02 Test Procedure AS1M2922,3017 Tecbnician Steve Stewart .. , Test Sample Description CurveNo. Unit Dry Weigbt Moisture Content
No. Maximu Field Op1!mum Field 1 Reddish tan sandy clay 110.0 107.9 12.4 18.2 2 Reddish tan sandy clay 110.0 102.8 12.4 23.7 3 Reddish tan sandy clay 110.0 105.6 12.4 22.1 . Comments
(see below) 981 %, 1 93.6%,2 96.0%,1 i Comments: Test No. Test :u.cation f Remarks Sla 15+89 RealtyRd. 6' sewer line Southbound lime subgrade 2 1 Sla 18+00 Realty Rd. 6' sewer line Southbound
lime subgrade 3 Sta. 19+70 RealtyRd. 6' sewer line Southbound lime subgrade I 􀁾􀀠 -:;• Comments: ). Unit Dry Weight and Moisture Content comply with specifieation 2. Unit Dry Weight
does not comply with specifieation 3. Moisture Content does no! comply with specification 4. Retest 5. Approved By Others. MAS-TEK Engineering & Assoc., Inc. Reviewed By: .Ron 􀁐􀁬􀁥􀁡􀁳􀁡􀁮􀁴􀁾􀀠
2550 Beckleymeade Suite 105, Dallas, TX 75237 CMT Manager (ph) 9721709-7384 (fax) 9721109-7385 
CONCRETE CYLINDER TEST REPORT Project Name Really Road Addison; 'FX Subcontract Number ReportNumber 02-00430. -. Coent NameJAddress TX Sterling Construction Contact Carl Wall Ft Worth,
IX Mas-Tek 􀁐􀁲􀁾􀀮􀁣􀁴􀁾􀁵􀁭􀁢􀁥􀁲 -02 -8 Sample 􀁃􀁏􀁈􀁧􀁾􀁾􀁾 Date ReportDate 6-19-02 ,-,oncrote ::<uppner Field Technician An J LMC lwune enkins 'l!'a;mvmplg! M'§rttai.? Jn+ 12.51
Realty Road PJant# 􀁔􀁲􀁴􀁾􀁾􀁎􀁯􀀮􀀠 􀁾􀁍􀁭􀁾􀂷􀀠 TW:!e 􀁓􀁡􀁾􀁬􀁥􀁤 :45 A TW:!e Balted :40A MilLD. 􀁃􀁭􀀵􀀺􀀺􀁊􀁾􀁭􀁰􀀮􀀠 􀁁􀁬􀁦􀀴􀀧􀁂􀁾􀁥􀁥􀁳􀀠 WCelaot, l}f;.&C wdeitt ions Materials
Cement Coarse Aggregate Intermediate Aggregate Fine Aggregate Admixture Entrained Air Water Added? Yes or No No Quantity of added water N/A Comments Curing Method,Lime Imameter,6.00"
ICross-Sectional S(liurated Curing Tank Length: 12.00" .Area: 72.00 Sq. in Test Method: ILab. Technician ASTMC-39 . Specimen Age Date Slump Total Load Arenof Compressive Specified Strength
No. (days) Tested ("mches) (Ibs) Std. Strength (psi) (psi) 7195 a 7 6-11 5.5" 87,425 28.27 3090 3090 4000 b 7 6-11 100,180 .. 3540 c 28 7-2 114,645 " , 4060 d 28 7-2 124,955 " "' 4420
. .. " l' " " i i " " .... " I " . , " I Reviewed By: Ron 􀁾􀀧􀁥􀁡􀁳􀁡􀁮􀁴􀁾􀀠 MAS-TEKEngineering & Assoc., Inc CMT Manager 2550 Beckleymeade, SuHelOS, DaUas, Texas 75237 (Ph) 9721709-7384
(fax) 972-709-7385 
81/05/1995 e2:ee 817-737-3314 T-SC/DFW DIV PAGE Ell ." . TEXAS STtRLINti CONSTRltCTIOM INC. 2100M Hwy. 360Suae-106A-8 fjrfM'ld..Pratrte; rx 75050 PHONE;(>,: (972) 606-2l'.JJ fi4X;(>':
(972) 606-2713 DW7t.·__􀁾􀁾__􀁾􀀯􀁾􀁉􀁟􀀬􀁾􀁁􀁟􀁾􀁾􀁏􀁯􀀮􀁾􀁾_________ TAX #': C\""1 '2. -4So . "2..aa=z 􀁾􀁦􀁦􀀨􀁘 wfrcmv: CarbWalb Prqied}1anarfer/EJt'"unat-or MCSSA6E .,. 
al/0&/1996 62:60 817-737-3314 T-SC/DFW DIV PAGE !l2 􀁇􀁏􀁎􀁇􀁒􀁅􀁔􀁾􀀻􀀠GYLINDER TEST REPORT , ,..􀁾...Pro,itct.NafUC: Reo!\")' Read 1Id4ison. IX 􀀢􀀧􀀮􀁾􀀭 Suhe(lJ.)tr»ct Nunlher Report
Number 02.00576 OInta.ct C<I1'IWoIl Ft. Wor1h, IX M",·TIlI, 􀁐􀁲􀀧􀀡􀁬􀁾􀁣􀁾􀀠Kamber i S""'plc 􀁣􀀻􀁉􀁔􀀻􀀧􀀻􀁬􀁯􀁾􀁦􀁡􀁬􀀮􀀠 Client 􀁎􀀢􀁉􀀬􀀬􀀢􀁉􀀢􀀧􀁤􀀮􀁾􀁲􀁲.. TX 􀁓􀁈􀁾􀀱􀀧􀁬􀁩􀁮􀁧􀀠CQnstructkm
.. 􀀩􀁟􀁾􀀭􀁄􀀠 l)r;•..􀁾􀁾􀀭 Report Date 07.02.02 \-(leereto "qt'pu" FI.ld r""/IniclllII LMC RielcHal'e 􀁓􀀧􀀡􀁬􀁬􀁾􀁴􀂷􀁬􀀮􀀼􀀧􀁫..􀁴􀁩􀁾􀀢 P<llc'llg' 􀁾􀀨􀀺􀀮􀁾􀀠J 􀁜􀁾􀁩􀁬􀀠 ty uud
Marsn 11"1)'II ! 􀁲􀁰􀀹􀁾􀁾􀀧􀀧􀀬􀂧􀀠􀀧􀀠Nil. 􀁔􀁾􀀱􀀧􀁦􀁈􀀧􀀡􀁾 Tbn\'s$ampled Tillle B.tched Mi.l.». 􀁬􀀺􀁊􀁾􀀠 􀀨􀀻􀀨X􀁊.􀁮 􀁾􀁴􀀱􀁬􀁴􀀮􀀠Terop. Ai?'oTo"'j!, -􀁗􀁾􀁾.. ConditioD' .l-bleri"J.
Cc,uent FiDe Agg:reg'lte Wilier Added? Ves or N. Cummehts No .. ... -I 􀁃􀁯􀁾􀁾􀁾􀀺􀁾􀀬􀀢􀁧􀁧􀁲􀁥􀁧􀁡􀁴􀁣􀀺􀀠 Aclru;:;:t:<tITr I QUtl... 􀁴􀁩􀀮􀁴􀁾􀂷􀀠of added water NlA In,.moodl_••
AggNg.te :E,M"%iDed Air 􀀭􀀽􀀼􀁾􀂷...􀁾􀁣􀀮􀀠 Cur)ng 􀁍􀀮􀁴􀁩􀀻􀀺􀀻􀀻􀁊􀀺􀀧􀁌􀁾􀀮􀀻􀀬􀀢􀀧􀁮􀀭􀁣􀀭􀀧􀁉􀁉􀀢􀁄􀁾􀁊􀀺􀀭􀀧􀀮􀀭􀁭.􀀭-..-r-:􀁾􀀶􀀮􀀢􀀺􀀺􀁏􀁾􀁏􀀺􀀺􀀧􀀢􀀢􀁃􀀻􀂷􀁾􀀬􀀮􀀬􀀭􀁓􀀺􀀺􀀭􀁣􀁣􀁾􀁴􀀺􀀭􀁩
􀁯􀀭􀁮􀀢􀀧􀀺􀁵􀁬􀀺􀀭􀀭I􀁲􀀺'T􀀺 •:•􀁾􀁴􀀭􀀺􀀺􀁍􀁾􀁥􀁴􀀧􀀺􀀧􀁨􀀭􀁏􀁾􀁤􀀺􀀭􀁉􀀧􀀢􀀺􀁉􀁌􀀭􀀮􀀺􀀭􀁢􀀧􀀭􀀺􀀺􀁔􀀽􀀧􀀮􀀢􀀧􀁾􀀱􀁉􀀭􀀰􀀡􀀢􀀧􀀮􀀺􀀭􀁬􀀮􀀭􀁬􀀩􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀧􀀠 Satllrtl/erlCllf'ing
r""k Lengt.. : 1).00" Al""" 72.{)QSq. in jASTMC-it9 I--,S-I'-oc-;n-,-.-n"--A-g-.-,---L::I):':,,=t.=cr;:'SIc;.u;:'m-p--'T' T',ml Load I ANa of Compre.!slve Specified Strength No. (111\)',)
T('(sted (i.c".,) (lb,) Std. Strength. (p.I) (pol) 7340 a 1, 7-2 4.0 ')41) b , 7<1. 28 ;-23 I d 28 􀀷􀁾􀀲􀀳􀀠 -; i 28.27 3130 4()OO 98,525 .. " ,". :. n n " n " n n I ... , nevl.w.d
.By: MAS. TEK F,IIgi"""Ti.ng & ,,»uc" Inc 2550 Ut"kl.yo:n••􀀬􀁾􀀢􀀠 Suire lOS, 􀁬􀀩􀁡􀁬􀁬􀁡􀁾􀀬􀀠􀁔􀀮􀁾􀂷􀀢􀀬􀀠 7:;237 (pb) 9nnr19·7384 (fn<) 972·709·1385 A'c/wss=ot GO 9t tnr 
􀁾􀀱􀀯􀀰􀁢􀀡􀀱􀀹􀀹􀁇􀀠 02:00 817-737-3314 T-sC/DFW DIV PAGE 63 .' CONCRETE (;:YLlNDiER TEST REPORT---, 􀁾􀁡􀀮.•.•,,",«_,_._ Prolocl "':ln1< Realty R,..ri I\ddi.on. TX .w •••_. __ $Ul..toAlr,ll..:t Numher 􀁒􀁯􀁲􀁯􀁲􀀱􀁬􀀧􀀱􀀢􀁉􀁬􀁉􀁾􀁾􀁲􀀠Ol.OOH7 -CllotlL 􀁎􀀨􀀴􀀮􀁄􀁬􀁾􀀯􀁁􀁤􀁬􀁴􀁜􀂷􀁲􀀮􀀮􀀬􀀬􀀭􀀮
􀀬􀀠 TX 􀁓􀀡􀁾􀁲􀁬􀁩􀀡􀁬􀁧􀀠C(lnilflJGtic>11 Con.t:.act 􀁃􀁾􀁲􀁬􀀠WnU Ft W':'l'til. rx i 􀀱􀁜􀀱􀁾􀀮􀂷􀁔􀀼􀁬􀀧􀀭􀀱􀀧􀀱􀀧􀀰􀁩􀀮􀁣􀁬􀀠".",he.. 􀁓􀀮􀁜􀁬􀁊􀀻􀀻􀁫􀁃􀁏􀀬􀁾􀁗􀁾􀁗􀀺􀁾􀁰􀁾􀁌􀀮􀀠
Ropnrt D.lt 􀁾􀀠....􀁊􀀲􀁾..􀁾􀁴􀀠 <,+ 􀁾􀀠 ..... ; ... 􀀰􀀷􀀭􀀰􀀲􀂷􀀰􀁾 l,..q.flI,.'foto-;)UPPIh:::r. .--LMC Ffold n.buid.n jUckH.yc 􀁾􀁭􀁦􀁬􀁬􀁣􀀠LncO!.rinl)... ' ,.., • 􀀬􀀧􀁬􀁜􀀧􀁕􀁬􀁾􀀠R'I;ully
Rd. 􀀺􀁦􀁬􀀮􀁾􀀠 L9t. Do\te WftY :lj:: 􀀮􀀼􀀻􀁴􀁾􀀮􀀠 13 ,;. (10 1'1••' /I 􀀧􀁦􀁴􀁬􀀡􀁃􀁾􀀠Nu. 􀁔􀁉􀁦􀁾􀁦􀁈􀁾􀁾 I •􀀯􀁾􀀺􀁓􀀠 Tt,nc So.1npJed 3:45 Tirnt. 􀁮􀁬􀁜􀁨􀀻􀁨􀁬􀁾􀀮􀁕 3;22 􀁾􀁭
1.1). 􀁾􀀭􀀭􀀭􀀭 􀁃􀁾􀁬􀁮􀀱􀀮􀁲􀀨􀀧􀀬􀁴􀁣􀀠Tt.1np. S1 ' 􀁊􀀡􀀮􀁾􀀬􀁉􀂷􀀢􀁌􀁉􀀢 " Wc!r.U••r CondiliOl" -,tOl' l\'btt',d;,ds C(:ment ---_. 􀁃􀁲􀀩􀀺􀁈􀀢􀀺􀀧􀁩􀁾􀀠􀁊􀁜􀁾􀁾􀁙􀁾􀁬􀁬􀁴􀀨􀀧􀀠
l.IIlorlnetliat. 􀁁􀁧􀀪􀀢􀁩􀀮􀁴􀁾􀀠 Flnt 􀁁􀀡􀁬􀁾􀁲􀁣􀁾􀀮􀀱􀁴􀀮􀀠 Admixttfl'C r 􀀧􀀴􀁾􀀹􀁲􀁾􀀺􀁮􀀮􀁤􀀠Air W.ter .Ad(/t:<It Yo. or Nu Ct.nnmtmt;t; No 􀁑􀁕􀀺􀁬􀁮􀁴􀁩􀁾􀂷􀀠of added "'ater
N/A 􀀢􀀺􀀬􀁹􀁾􀂥􀁾􀀬􀀬􀀬􀀬􀀬􀀬􀀭􀀭 .¥, _ .,:>.:.,•..::11 􀁃􀁵􀁲􀁩􀁮􀁾􀀠]l>1<l11"d: 􀁌􀁩􀀢􀀬􀁾􀀠 I􀁾􀁩􀀢􀁭􀀮􀁴􀀮􀀱􀀧􀀡􀀠•.00" SatltrulJ:I/Cllr;"K Tunk Length: J)JlfF' 􀁃􀁩􀀢􀁜􀀨􀁊􀁾􀀻􀀡􀁉􀀮􀀮􀀮􀁳􀁥􀁴�
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Strength N.. • (d:.y.) Test(,;jJ • finch,,) (lb<) SId. Strength (p.i) (p.i) 􀀷􀀩􀁾􀀱􀀠 I' 7 7·2 I 4::!...j 95.790 28.27 􀀺􀁕􀁾􀁏􀀠 4000 l> 7 1M2 1(>6.140 " 3750 c 􀀲􀁾􀀠 7·2'3 -" u 2a.
. 7·2.1 i " i I .. --.t! " ., .". ! .. --, " " i .. n c r • ., _'''_00'' Reviewed 8)" ;\L.\S-'i'tK 􀁬􀀬􀀬􀁾􀁪􀀢 ••􀁲􀁩􀁮􀁾􀀠"" ;\",'c" Inc 25511 􀁈􀁥􀁣􀁫􀁬􀁥􀁾􀁭􀀧􀀧􀀧􀀮􀁤􀀧􀀩􀀬􀀠Suitt
lOS. DaU3!, 􀁾􀀢􀁬􀀢􀀬􀀠7523'1 , (pb) 972tiO!)·73f1,t (f.,) 972.1H?13H5 s'''' 
01/06/1996 02:00 817-737-3314 T-SC/DFW DIV PAGE 64 -' CONCRETE CYLINDER TEST REPORT 􀀢􀀧􀀧􀀧􀁾􀀬􀀭􀀢􀀬􀀬􀀬􀀬􀀬􀀭 "I'f1jt!Ct NI\t:nt RenlwR""d ,_._-Addlson,IX Subcontract 􀁎􀁜􀁴􀁭􀁢􀁾􀁲􀀠
nep.rt NlI)JIb•• 02-1)0578 ell.or N,..,c/A ddt." TX 􀁓􀁩􀁾􀁲􀁬􀁩􀁮􀁦􀀡􀀠􀁃􀁯􀁮􀁬􀁴􀁵􀁴􀁩􀁜􀂷􀀮􀁾􀀺􀁏􀁪􀀺􀀠 Cnnl""l eMJ W.I! ft. \\'",th, TX M.s-T.l, P"'jert 􀀮􀁾􀁾􀁾􀀮􀀠 Report DAr.
Number SQMple 􀁃􀁏􀀮􀁬􀁉􀁾􀁉􀂷􀁴􀁾􀀢PRI. 􀁾􀀠 􀀢􀁏􀀬􀁊􀀬􀀮􀁈􀁾􀁬􀀺􀁉􀀠 --I-)."'..-.... --tIL, 􀀰􀀷􀀭􀀰􀀲􀀭􀀰􀁾 ,-')noreto 􀁾􀁕􀁬􀁪􀁐􀀢􀀮􀁉􀂷􀀠 Field -r••hoici,UJ L..lv!C 􀁉􀁈􀁣􀁾􀀠Hoy.
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.... t ••m.diat. 􀁁􀁧􀁧􀁲􀁾􀁊􀀬􀀮􀀢􀀧􀀢􀀧􀀠 Fine 􀁁􀁾􀁾􀁬􀀧􀁬􀁬􀀨􀀡􀀺􀀮􀁜􀁴􀁾􀀠 AtllUtfttUfC' Entrained Alr 43'11> \\lule.. 􀁁􀁾􀀮􀁨􀁬􀁥􀁤􀂷􀀡􀀠􀁹􀁾􀁳􀀠or Nu No -􀁑􀁴􀁊􀁴􀁴􀁮􀀺􀁴􀁪􀁴􀁾􀂷􀀠qf
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11.1111" tHea: 72.00 Sq. In ASnfcon i SJJI:!cinle.n Ago Dnto SIUllll' Tut.1 Load Arcaof ('aml) 􀁲􀁬􀁲􀀬􀁜􀁾􀁳􀁨.. e Specified 􀁓􀁴􀀢􀀧􀁬􀀩􀁾􀁴􀁢􀀠 No, 􀀨􀁴􀁬􀀬􀀬􀁾􀀻􀀩􀀠 􀁔􀁾􀁌􀁾􀁴􀁉􀀠
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􀀹􀀷􀀲􀀱􀀷􀀰􀀹􀀭􀁩􀀳􀁾􀁾􀀠(fox) 912-709-1385 n T • 01 
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Number llcr·)tt Number 􀀰􀀲􀀭􀁃􀁊􀁏􀀧􀀾􀁾􀁾􀀠 .. Gi"bt MHm,o}Atl tl..." TX Skrli.ng t.:Oll:?1J1.1Clj!)1: Contaet Cprl Will r'L. Vi<.'rlh, TX Mo.,·Tok 􀁬􀀧􀀧􀀧􀀧􀁾􀁾􀁊􀁬􀀧􀁬􀀧􀀧􀀧􀀧􀀧􀀧􀀮􀀧􀀧􀀧􀀧􀀠
$lluWlc 􀀨􀀺􀁴􀀮􀀬􀁩􀁬􀁾􀀻􀀧􀁬􀀧􀀧􀀧􀀧􀁬􀁬􀁬􀁊􀀻􀀩􀀮􀀧􀁣􀀠 Rerort note 􀁾􀀠 􀁾􀀩􀁾􀁁􀀠 :ji,.. .,:,5..01 ()7-()2·(}2 ....!)Dude "uppller Fi.ld 􀁉􀁾􀁢􀀺􀁴􀁉􀁫􀁬􀀮􀀱􀁉􀀠 LMC _. Rick .1IllYe
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t:5 7:05 􀁃􀁯􀁮􀁾􀁲􀁣􀁴􀁩􀀺􀀺􀀠Temp. 􀁁􀁩􀁲􀁔􀀮􀁣􀁮􀁾􀀠 Wdf,thor C..mliiliqn. R6 t􀀩􀁵􀁢􀁲􀁲􀁻􀀮􀀺􀁾􀀮􀀺.". 19 􀁄􀁾􀀠 􀀮􀁾􀀠 i:ar 􀀬􀁾􀀠 -ttlKteriab 􀀽􀀽􀀮􀀺􀀮􀀺􀀺􀀺􀀺􀀺􀀺􀀻􀁯􀀺􀁾􀁟􀀠
C('.numt Ctmr}il! 􀀬􀂣􀁜􀀺􀀺􀀻􀀺􀁾􀁮􀀡􀁧􀁡􀁴􀀮􀁴􀀬􀀴􀀠 .l.o' .... "'.d..... AItS"'A,t. Fine 􀁁􀁾􀁾􀁲􀁥􀁧􀁡􀁵􀀠 AdmUttun 􀁾􀂧􀁾􀀡􀁉􀀡􀁮􀁥􀁤􀀠Ait Wutel" Add<d? Yo, or No No QU;\ll1it;·
uf added ",at•• N/'<\ t:.:')I;nI'D\!ot1 􀁾... 􀁃􀁵􀁲􀁬􀀮􀁾􀀠M.tholl; /';"'"1 Di_mol«: d.UG" SII/llm,.,1 elltiJlg T,m" Lel)gth: J2JM" t;;::S,.cli....11 I􀀺􀀧􀁣􀁾􀁴􀁬􀀧􀁲􀁬􀀮􀁉􀁨􀁾􀁤􀁬􀀠I
Lab. TeclmiciHn 􀀧􀀡􀀮􀀻􀀧􀁾􀀢􀀺􀀠 7].110 􀁓􀁾􀀮􀀠ill 􀁁􀀮􀁾􀁔􀁍 (;,39 S(I,",cim*!n Age D.C. Slutol' r.:·ul Lon. Are. of COIlII,r<.u;ve Sl'cLificd SIn:ngth N.,. (d.y,) To.• cod tIMb.,)
(lb.) 7352 " i 7 1-2 :;,0 S8,')';':) Q 7 , 7 -.., 9:;,()4S c 􀁾􀁦􀁩􀀠 7·1; <J 20 7·2) ..i ; -'-I . I <0 Std. SfRll.glh (p.i) (p,i) 23.27 • HI} 4(10n .. 􀀳􀁾􀀹􀀰􀀠 .". • " .". ., .".
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;lS50 􀁂􀀮􀁣􀁫􀁴􀀮􀁾􀂷􀁭􀀮􀀢􀀧􀁉􀀮􀀬􀀠$ulle 105, DaJI.." T .... 75137 0.1» 􀀹􀀿􀀲􀀱􀀷􀀦􀀹􀀭􀀿􀀳􀁬􀀡􀁾􀀠􀀨􀁦􀁾􀁸􀀩􀀠972·709·73"5 1 I 'd eRc:nT ;tn Q1 "fnr 
01/06/1996 02:00 817-737-3314 T-SC/DFW DIV PAGE 66 .. CONCREH:: CYLINDER TEST REPORT 􀁾....... "".:.. Pr(ljcct NUIU¢ RealI;)' Road hillisol\, TX 􀁾􀀮􀁾􀀭􀀭􀀮􀀮􀀮􀀠 SUbC(ln1I',act N'l(olber
Report N"",ber 02.0')468 Client 􀁎􀁡􀁮􀁬􀁥􀁦􀁁􀁤􀁤􀁾􀀬􀀱􀀮􀁓􀀠 'IX 􀁓􀁬􀁾􀁲􀁬􀁩􀁮􀁀􀀠C0nsU\i::iion Cootact C.,I wan ft Worth,lX "'........􀁾􀀠 M,,,·Tok 􀁐􀁲􀀧􀀡􀁩􀁾􀀡􀁦􀀮􀁾􀁮􀀻􀁢􀀮􀁲􀀠
Snnlplc 􀀡􀀺􀀺􀁽􀁬􀁾􀀻􀀻􀀮􀁾􀁏􀁾􀀠Dale Report D"I. 6·21·02 """i.ed 7·) 1·02 􀀨􀀮􀀮􀁯􀁮􀁣􀁲􀁬􀁾􀁴􀁥􀀠􀁾􀁮􀁲􀁲􀁰􀁵􀁣􀀬􀀮􀀠 Field r«h"itlan LMC Ricl: fraye. SN("JT6!" 􀁌􀁯􀁣􀁴􀁾􀁏􀁉􀁜􀀠
I \ ent.i t1 􀁮􀁤􀁴􀁣􀁾􀀠top l,"If culvert _..' 􀁬􀀡􀁬􀁾􀀮􀀧􀀠􀁾􀀠 􀁔􀁲􀁾􀁾􀀱􀀻􀀠l'io. 􀁔􀁾􀁲􀁲􀁭􀁾 f 1 ' 0 Tin•• 􀁓􀀮􀁮􀁾􀁰􀁩􀀮􀁤􀀠 􀁲􀁜􀁬􀀱􀀱􀂷􀁯􀀱􀁦􀀬􀀬􀀬􀀪􀁾􀁉..d Mix LD. ,I :lO
1'.1> • 􀁾􀀮􀁌􀀠 􀀮􀁾􀀢􀀮􀀠 -. C3gW'< r""'l" Ail'1i5l1l l" 'WS'.thor CODdiliol)$ 􀁾􀀠 􀁾􀀬􀁧􀀻􀁲􀁥􀁥􀀢􀀠 91 ejl 'ees UIlnj· '..-' ,."X>I<.....-_ 􀁾􀁦􀁡􀁴􀀮􀁴􀁩􀁡􀁬􀀧􀀠 Ccm't1;1l't I
Co<'l"SC Aggregatf: 11lternudJate Aggregate Finu AggregJt.t\'! i Admi:d.\.r.'c Entrained AIr Water Added? Yes ur 􀁾􀀴􀀩􀀠 No I QU:'dltit)' ofIlddt:d 􀀢􀀬􀁡􀁴􀁾􀁲􀀠 NlA Cot[uncnh 􀁃􀁾􀁟􀀠
--Dialtleler' 6.110" IC,,,;'.<.Soctl.nlll 􀁉􀀮􀁔􀀮􀁾􀀠Method: ICuring l'fcthnd: Limd L.". Techlllelin 􀁾􀀧􀁦􀁻􀁦􀁴􀁵􀁲􀁡􀁴􀀲􀁤􀀠C/lring T(Utk i..cnb,rtll: 􀀱􀀲􀀮􀁴􀁪􀁏􀀧􀁾􀀠 ·Me.: 7J.IIOSq.ln
ASTUc.s1l 􀁓􀁰􀁾􀁤􀁮􀁬􀀮􀀱􀁜􀀠 Ag. i Date Slutnp Tot"! Lood Arn.of Cotnpr....i•• Specified Strength 'No, (da,.,) "I",'lo.d (ine",,) (Ib,) ---7233 • 7 6·]4 4" 98,630 b 7 􀁾􀂷􀀱􀀴􀀠 100,701
c 14 􀀶􀁾􀀲􀁴􀀠 121,930 d 14 6·21 113,864 .. "'! . i ......_-􀀮􀁾􀀠 􀁳􀀮􀁾􀀮􀀠 StrOllgth (psi) (psi) l8.l7 3490 4000 .. .. 3560 .,4310 " 41380 " " " " " " " ".. " n.vi.....d :n,., 􀁻.􀀧
'-􀁾'"􀀧 􀀢"􀀢 ..􀀢 􀀢􀀢􀀢􀀧􀁌􀁾􀁕SON ....􀁉􀀮􀁅􀀮􀁾􀀮 < 􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀁾•. 􀁾􀁾􀁾􀁾􀁾􀁾􀁮􀁾􀀧􀁾􀁾􀀮􀀭􀀭􀀭􀀭 MAS.T.EI{ 􀀮􀁾􀁮􀁧􀁩􀀢••ring 8; AIIOO., In. 2:\:i1/ll'Ocklcym."de, Suit.
105, DaU." Tex .. 􀀷􀀵􀁾􀀳􀀱􀀠 (ph) 􀀿􀀱􀀱􀁊􀀷􀁍􀂷􀀷􀀳􀁓􀁾􀀠􀀨􀁦􀀬􀀧􀁾􀀩􀀠􀁾􀀷􀀲􀂷􀀱􀀰􀀹􀂷􀀷􀀳􀀸􀀵􀀠
01/00/1996 02:00 817-737-3314 T-SC/DFW DIV PAGE 07 .' 􀁃􀁏􀁎􀁃􀁒􀁥􀁾􀁔􀀻􀀠CYLJNDER TEST REPORT , -"><,_."•._PnljCt',t 􀁎􀁾􀁵􀁵􀀨􀀧􀀡􀀠 Re',lt)' R".d AdJis<>n, IX -.' Suht'olltrnct Number
RepOl1 Numbe. 02.00468 -Coot.ct Carl Wall Ft, Worth, TX CUcllt Nnmc/AddrCl5 lX Sterling C"l\3u"U¢Lio!l \1'1",·rok l"t?J.m:r.:ll1bCr Sitlnple 􀁏􀀮􀁬􀁕􀀡􀀡􀀢􀀮􀁊􀁪􀁦􀁾􀀠Date I Report Dale
, (.'-f-)_ i 6·l1·02 Re".W 7·\1·02 t..:('oc'retc ,. 􀁕􀁰􀁲􀁈􀁕􀁾􀀨􀀧􀀠 ,. Field Techn'cI,." LMC -, RicKHoves Saml,l. 􀁾􀁃􀁱􀁾􀀬􀀬􀁾 Nor h em: at 1'\ 􀁾􀁥􀀬􀀠WI' of culver! fJanU 􀁲􀁾􀁾􀁾􀁾􀀠Nc.
􀁔􀁾􀁲􀀡􀀱􀀮􀁦􀀱􀁾􀀠 .-Tl'l\!< MhI.O. d,20􀁾􀁒.􀁜 􀁐" 􀁊􀀢􀁤􀀠 􀁲􀁾􀁥􀁾􀁬􀁦􀀮􀀢􀀦􀀱􀁲􀁬􀀧􀁉􀁩􀀠 -􀁃􀁾􀁾􀀧􀁬􀀵􀁾􀁴􀀺􀁩􀀮􀁔􀁃􀁉􀁕􀁊􀀧􀀡􀀧􀀠 Ai9l"l 1 1111p. 􀁗􀁾􀀺􀁲 Condition, .. )e "ee$
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or No No Quantit,· of added ,,'ater 􀁾􀀯􀁁􀀠 Cctntnt:btll .:..1 ...........__ Curing M,tfbt.HJ: Limfl IDtlltncter: 6JJO"lc􀁦􀀺􀀺􀀻􀀺􀁾􀁜􀁥􀁾􀁩􀁵􀁡􀀺􀁔􀀠 Sf/tum"',[ CUdN; Tallk Longtb:
12.1)1)" Ann: 7.1.00 Sq. In 1'.., Method: i Lab. TochnlciMn ASTMC-39 : Specimen I .-I.gc Da,o Slump Iotal Lond Ate. or ! Comprc"h" I Spoclfied Stl'Ongth Nv. I (II",.) To"." (Inch.,)
􀀨􀁬􀁢􀁾􀀩􀀠 Std. I Strength (psi) (p.i) 􀀭􀀮􀀧􀀭􀀭􀀽􀀭􀀺􀁣􀀺􀀭􀀺􀀭􀀫􀀭􀀭􀀺􀀺􀀽􀀭􀀽􀀭􀀭􀀫􀀭􀀭􀁾􀀭􀀺􀀺􀀫􀀭􀀭􀀭􀀺􀀭􀀽􀀺􀀭􀀭􀀭􀀭􀁉 7233 • 7 6·14 98.6)0 28.11 I 3490 4000 b , , 6·1'; 100,70)
" 3560 • 1 • (i·21 121,930 '. 43]0 d ]4 6-21 Jt3,B64 .. ..4380 ' ": 􀁾􀀭􀁟􀀫􀀭􀀭􀀭􀁾􀀭􀀭􀀭􀀫􀀭􀀭􀀭􀀭􀁾􀀭􀀭􀀭􀀭􀁾􀀭􀁾􀀭􀀭􀀭"􀀭 􀁾􀀭􀀭􀀭􀀭􀀭􀀭􀀱􀁟􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭 I-----!---+---+---...-----t--"::
-.---1--------1---1--------1 " 􀁾􀀭􀀭􀁟􀀫􀀭􀀭􀀭􀁾􀀭􀀭􀁟􀀫􀀭􀀭􀀭􀀭􀀫􀁟􀁟􀀭􀀭􀀭􀀭􀀭􀀱􀁟􀁾􀀬􀀬􀀭􀀭􀀱􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀫􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀱􀀠 􀁲􀀭􀀭􀀭􀀭􀀭􀁲􀀭􀀭􀀭􀁾􀀭􀀭􀀭􀀭􀀭􀁾􀀭􀀭􀀭􀀭􀁾􀀭􀀭􀀭􀀭􀀭􀀭􀁲�
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􀁾􀀺􀁮􀁾􀁩􀀢􀂫􀁲􀁬􀁮􀁧􀀠<<1< ."55"C., llIe 255tl )cclilc},u •• ade, Suite 105, 􀁄􀁾􀁮􀀮􀀢􀀠Te", 7$7.37 (pb) 9721709-7384 (I'u,' 􀁾􀀱􀁍􀀰􀀹􀀭􀀷􀀳􀀸􀀵􀀠
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ct Number Report Numb., 02.00430 Contact 'Carl W.U Ft. WQM, TX Client NOlU,.JAdd",,, rx Sterling-COl'Istructi.:.m .-... 􀁾􀀭􀀭􀀭 M,,,·TcJ, ""'Ij'bct Number SOlnple 􀁃􀀧􀀩􀁫􀀧􀁴􀁩􀀢􀁾􀀠Dat.
R'port Date ,-28-11 --..... _(,-f...(l 6·19·02 conctore. "PI'""r .leld T""hlliciall ,LMC . AnlWUll6 J<nkill. 􀁾.... 􀁓􀁾􀁮􀁾􀁉􀁾􀀮􀀠T,..4')cntiOIl 1',,' IS :a; ,'w, ('.,.12,51 Reo)"
Road P)ant N 􀁔􀀱􀁾􀀳􀀱􀁪 􀀢􀀧􀁾􀀮􀀠 􀁔􀁾􀁭􀁾􀁾􀀧 􀁾􀀠 TIf,'··:;"'J.:r1cd 􀁔􀁾􀂷􀁏􀁂􀁡􀁴􀀢􀁲􀀮􀀮􀁤 Mid.». , .4,i\, ,:.:1 A.N. 􀁃􀁧􀁾􀁹􀀻􀀺􀀻􀁴􀀮􀁬􀁣􀁬􀀩􀀬􀁜􀁐􀀧􀀠 A;, 􀁗􀀧􀁫􀁴􀁾􀁔fWdIU.,!!
4'ld""'" a ef!U't:es 􀁥􀁧􀁾􀁾􀀮􀀡􀁾... .., Co \' 01 '..." " );1at.ri..... 􀁾􀀠 C'colent Co,,,;'--􀁾􀀨􀀺􀁲􀀮􀁧􀁾􀁴􀀮􀀠 lut.rro.dial!! An...􀁾􀀮􀁴􀀮􀀠 Fine 􀁁􀁧􀁁􀁲􀁥􀁾􀀺􀁩􀁴􀁣􀀠 AQmi
'. Entr.in.d Air QWI .. of added ...ler NiA COII",..nt> Wit,1,,1" Added? Yes Or No No 􀁾􀀬􀀠 --Curing M.tl",d: 􀁌􀁩􀁭􀁾􀀠 IDialllCrer: 6.00" 􀁃􀁾􀁯􀀮􀁾􀀻􀀺􀁓􀀻􀀢􀁴􀁩􀁑􀁮􀀮􀁬􀀠 I ITcst
Metl\od: I Lab. Ttchnlebtll SnUirfflfUl Cierille TUllk i£Oglb, 12.00" AM" 7:;' Of) Sq. II ASTM C-39 Spod.,on 􀁁􀁾􀀮􀀠 􀁄􀀮􀁬􀁉􀁴􀁾􀀠 SlulOl' To,.Ii£.d ;l.rea.r 􀁃􀁯􀁭􀁰􀁾􀁳􀀺􀁬􀁩􀁶􀁥􀀠
SpecJrlOd Stroo.gtb Nn. (d"y'l Toned (lncb..,) (lh') --7)95 a 7 6-11 55" 8i,425 b 7 6-11 100,)8<) 􀀭􀀢􀀮􀀭􀀬􀁾􀀠 c , 213 j.2 -114,645 d 28 7.2 124,955 .-'; I ;--I 􀁾􀀭􀀭 ...-Std. $I"'''g(h
(pel) (p.l) 23.27 3090 4000 " 3540 .. 4050 .". !4410 " .". " .. " " I .". n."!.,,..d ll:f: 􀁲. 􀀢.J.􀀭 􀀢􀀧􀁾􀀠􀁒􀁾􀁁􀁓􀁏􀁎I 􀀠{UiU,E.M. . eNTlG,M, __ ]\.lAS.TEK En c in••riD g &A$!.;o
c.,Inc 2550 'BecKloy",o",I., Suil. lOS, Dall••• Ten' 7-:').31 (Ph) 9nn09·7384 fiax) 972-7119-7385 
61/6S/1995 62:00 817-737-3314 T-sc/DFW DIV PAGE l€ 9 CONCRElE CYLINDER TEST REPORT ,."""""""",,--Projel!t 􀁎􀁾􀁕􀀱􀀩􀁦􀁩􀀮􀀠 R."ltyRo.d Sul,eourr'''t --.-"l Report Number OZ-OQ409 Nurouct
(.Hem 􀁎􀁡􀁭􀁣􀀯􀁁􀁲􀁊􀁴􀁬􀁆􀁴􀁾􀁓􀁓􀀠 'IX S,erling Conslruc,;on I CUlltact Cad W.u f!. 􀁗􀁾􀁲􀁴􀁨􀀮􀀠IX , Addison, IX M...-Tek 􀁐􀁲􀁾􀀮􀁪 ...trr.:un]b.r 􀁓􀁡􀁸􀁮􀁰􀁴􀁾􀀠.(;ol,t)e·s.,ttto&Dit1t
Report Date 07.1):2-02 􀁾􀀠􀁾􀁏􀁬􀀬􀀠-t! .,-oae:r.,. 􀁾􀁵􀁰􀁰􀀢􀀮􀁲􀀠 Field T ..h.bid/Ul LMC AII,wune Jenkin. 􀁓􀁦􀀬􀁬􀁰􀁬􀀢􀁦􀀮􀁁􀁾􀂷􀁲􀁬􀁯􀁾 • lit. .,.. () 0,7'1,11" l'J"nU ! 􀀧􀁊􀀷􀁾􀀥􀀱􀀼􀀠No.
􀁔􀁧􀁾􀁾􀀠 􀁲􀁗􀀺􀁦􀁳􀀱􀁬􀀧􀁾􀁰􀁬􀁥􀁤􀀠 Time 􀁂􀀻􀀬􀁴􀁾􀀱􀀰􀁤 MIxLD. 4:201'... Cnnc5cte T(mJl. Alfo15"'l\; W:\,athe51:􀁾􀁮􀁤􀁩􀁬􀁩􀁯􀀢􀀬 􀁾􀀩􀀨􀀩􀀠􀁬􀀮􀁧􀁬􀀧􀁥􀁥􀁾􀀠 e& 􀀮􀁾􀀻􀀺􀀠 unny
01 I .:.. -Matcrtals Cement I C.;me Aggregate Intormediate Aggrog.t.o .Fine 􀁁􀁧􀁧􀁲􀁣􀀮􀁾􀁡􀁴􀁣􀀠 A!,Iroi:dnre Entrained Air Quantity 0' odd.d waler N/A CI))mneMs Water Added? Y ..
Or No No .. , Curing Metbod: Lime I􀁾􀁩􀁮􀁭􀀮􀀧􀁯􀁲􀀮􀀠6.00" iC,05l,-S,ctiun'.;i' I.T."Metbod: ILab. T..hnlclan S(t!"rnlarJCllrill/! 'limP; wgth: 1l.0Q" iA, ••: 72.00 Sq. VI ASTMC-39
Spc:dJfJli!o 􀀢􀀧􀁧􀁾􀀠 I Datc I Slump , ToUlLoad Are_or Comp1"'eQil'u Sp.dfled Strength 􀁎􀁾􀀮􀀠 (day.) : TcstoCo I (melle,) , (Ib» Std. Strength (psi) (V·,l) i!74 " d J 6-4 i 4.0"
8\,710 28.27 2890 4000 b 4 , 6·4 39,995 .. 1160 c ? 6-7 101.DS I .. 3550 d 7 6-7 HI3)!» i II i36S0 C 2) 6·21 120,520 " 4260 f 􀁾􀀠 G-ll 119,094 .. -4230 e Z8 , G·Z8 134,2S6 " 4750 h
. 2E (;·28 -131,79d " 4660 .". I .. ... ] . .. 􀁾􀀭 Ib"lowed 􀁂􀁹􀀬􀁟􀀭􀀺􀀺􀀭􀁾􀁓􀁴􀀮􀀻􀀮􀀮􀀻􀀻􀁥􀁰􀁨􀀮􀀮􀀺􀀮􀀬􀀮􀀻􀀮􀀮􀀻􀁥..􀁮.􀁟􀁍􀁟􀁡􀀭􀀻􀀻􀀻􀁳􀁾􀀻􀀻􀁲􀀺􀁡􀀮􀁥􀀮􀀺􀁌 MAS·rEK Lngillccring
& .40".'.,)]0" Materials Cooi'dTtfatOr . ZS50 􀁂􀁾􀁣􀁫􀁊􀁣􀀩􀀧􀁬􀀱􀀱􀁥􀁡􀁣􀁬􀁬􀀡􀁾􀀠Suit!.! 1051 DaUas: 􀁔􀁴􀀧􀀮􀁊􀀻􀁬􀁬􀁾􀀠 75237 (ph) 97:U7Q9-7384 (t,,) lI72.70?1385 
----01/06/1996 02:B0 817-737-3314 T-SC/DFW DIV PAGE 10 􀁃􀁏􀁎􀁃􀁒􀁅􀁮􀁾􀀠CYLINDER TEST REPORT ..,··,=w..............􀁬􀀢􀁲􀁯􀁪􀁴􀀧􀀮􀁾􀁴􀀠!'\aUle R.3\')" ll.o.d A.ddiiOll, IX -SU»('.(Jntntct
L\'utnbcr Report Number 02-00398 Client Ni"tlttcl..􀁾􀁾􀁤􀁲􀁬􀁨􀀧􀁩􀀡􀁬􀀠 rx S.erling Con<trucriOI\ Contact Car) W.il FI. Worth TX 􀁍􀀢􀁳􀀮􀁔􀁣􀁫􀁬􀀧􀁲􀀧􀁬􀁪􀂷􀁾􀁾􀁦􀁵􀁭􀁢􀁣􀁲􀀠 􀁓􀁾􀀢􀀬􀀬􀀬􀁉􀀮􀀠􀁃�
�􀁾􀀡􀁯􀁾􀀡􀁩􀀰􀁏􀀺􀀠Da'e aeport Dau . .f.J_ ·a i 􀁾􀀧􀀮􀀢􀀢􀀠/.. 2 􀀶􀂷􀀶􀀢􀀨􀀩􀀲􀁒􀀢􀀢􀁬􀁓􀀮􀁾􀀠7-11-02 COllereic Sl\pphcr Field Tcchnlciall LMC Steve Stewart Si\luJ'O· W'lMi(lR II
;)t3. +.>3 el wa l'jllP[# 􀁔􀁾􀁜􀁜􀁤􀁎􀁯􀀮􀀠 􀁔􀁉􀀮􀁾􀀮􀁉􀁾􀀠 /c) 1 64 􀁔􀁾•􀁾._􀀮0􀀠􀁾 􀁾􀁬.􀀡t􀁜.􀁉.􀁜 􀁴􀀮􀁤 Tin:x,l!i'h:hed MlxLD. 2:'.. .l\1. 􀁃􀁑j;) 􀁭􀁾􀀺􀁾􀁰􀀠􀁽􀀢􀁾􀀢􀀢􀀤􀀮􀁉􀀠􀁐􀀧
􀁁􀀮􀁾􀀠1CtIJ1l. Wli:iJ'J'J CoDllitlon. 6 50&00' 􀀮􀁾􀀠 , 􀀬􀁾.... Mot.tinh Ccwen1 􀁃􀁯􀁡􀁲􀁾􀀤􀀠􀁁􀁧􀁧􀁲􀁥􀁧􀁡􀁴􀁾􀀠 hilum.dial. Aggre,ac. i -Fine 􀁁􀁧􀁧􀁴􀁾􀀺􀁴􀀻􀁲􀁩􀀺􀁣􀀮􀀠 􀁁􀁤􀁭􀁬􀁾􀁴􀁵􀁔􀁣
Entt'ained All" Water Added? Y.. or NQ Yes QU<.utitv of addrd water 5 G3Ilons C(lfllt')lenh ;.-,. I \....'-"".....""' ... Curing Mc!bod: lillie Imon,clor: 6.I./Q" i C",'.,.Scclional
ITe.t 􀁍􀁥􀁬􀁨􀁾􀁤􀀺􀀠ILIlb. Technician 􀁾􀀢􀁲􀁬􀁬􀁲􀁡􀁴􀁵􀁤􀀠emull! rank Length: 1:1.(1(1" •Arca: 72.00 Sq.1JJ ASTM C-1I9 Specimen Age ! Pate I SIUlUP 􀁉􀁾􀁉􀀮􀀱􀁌􀁯􀀮􀁤􀀠 Ane. of COl1lp....si.·.
Spe<:l!ied Slre"g!h NQ. (tln)'$) T.,ted ! (inche<) (lb.) 7163 3 7 6·' 5.5' 85,191 􀁾􀀠 7 6·' 83,789 c /.8 6-24 118,710 d 2S ('·2d -121.]55 i ! i . .. Std. Sn.ngtb (p.1) (P.i) l8.l7 3010
3600 " 2960 .. 4200 " ! 4290 .". .. " " " .". .. " Stephen 􀁍􀁡􀁾.... MAS-TEfl: Engin«ring &: A,,""., Inc Materials Coordma 0 2550 lIecl:le,ntc.t1 •. Sull. 105, Pallas, T.1:1$ 75237
(pll) 􀀹􀀷􀀲􀁮􀀰􀀹􀀭􀀷􀀳􀁈􀁾􀀠(1'») 972-1VY-1385 
817-737-3314 T-SCiDFW DIV PAGE 11 CONCRETE CYLlfllDER TEST REPORT PrOJClct Name ReallY RQnd 􀁾􀀢􀀢􀀢􀀭􀀭􀀭 Addison. IX SUb<:OIltl'llct Nnm•.H)r Report Numb., 02-00397 Cont.d Carl Wall
Ft WOl-Ih, IX M,":r.k l'''YcctNumber Client .Nllmt'/A,duns8 l'X 􀁓􀁴􀁥􀁲􀁜􀁩􀁮􀁾􀀠Construct jon SOlDpl. 􀁃􀁯􀁬􀀺􀁜􀀺􀁜􀀡􀁾􀀹􀀦􀁄􀁡􀁬􀁥􀀠 ! Repotf»at. 6.7-()2Revistd7-11-D2 ....􀁾􀁮􀀼􀁲􀀮􀁷􀀠''''PI)j'
Cf 􀁾􀁏􀀲􀁾􀀭􀀨􀁬􀀠 L).{C Field T ""hnitian ,--Steve Stewart 􀀤􀁾􀁮􀀧􀁐􀀦􀁥􀀠􀀧􀁕􀀾􀀼􀁊􀁬􀁬􀁗􀀬􀁾 ,tA. 􀀫􀁊􀀲􀀮􀁾􀀱􀀠 etwaU -PI""1 # Truck N(;, 􀁔􀁾􀀶􀀧􀁦􀁈􀁾􀁾 9 􀁔􀁔􀀺􀁾􀂷􀁓􀁾􀁬􀁡􀁐􀁬􀁣􀁤􀀠
TWl"61f,,,tod Mid.D. 􀁃􀁲􀀮􀁾􀁴􀀮􀀠remp, 􀁁􀁩,􀁔4􀁾 􀀢􀁴􀁦􀀬􀀠 􀁾􀁾􀁓􀁾􀁲􀁬􀀸􀁦􀁾􀁡􀁩􀀢􀁮􀀮 1 􀁴􀀮􀀺􀀺􀁾􀀧􀂢􀀺􀀭 e .􀁾􀁥􀀮-􀀧􀁪􀀮 MlItc:ri.l. Cument 􀀬􀁾􀁾􀀠 ! C••,," A3Srogato ---101.ermedtntm
􀁁􀁧􀁾􀁩􀀢􀁥􀁧.. re Fine 􀁁􀁾􀁧􀁘􀁴􀁴􀁾􀁩􀁬􀁕􀀺􀀠 \Vafel" A<icted? Y(,,s Or No 􀁃􀀧􀁮􀁮􀁕􀁔􀁬􀁾􀁮􀁬􀀺􀁩􀀠 Yes i 􀁁􀁴􀁨􀀧􀁬􀁬􀁩􀀺􀀼􀁦􀀺􀀨􀁴􀁲􀁾􀀠 i QUilUtlty of addl!d wale.r Entrain.d
Air 15 G.llon.. 􀁾􀀧􀀮􀀧􀀢􀀠 􀁃􀁵􀁲􀀮􀁯􀁯􀁾􀀠Method: lAm. Di.mHor: 6.00" C;;,,-Sootion.al I.r.."Method, L.b. Ttch"I<:.i.n SIUJlrtlltli Curillg :f(lnk. L<ngtb: 12.1/0" Me:" 72.00 Sq.
in ASTM C-!J9 SJH!<:imef1 􀁁􀁾􀁯􀀠 U21c I Sh.tnp ; l'Q,.1 Load I Are. or Compl'\I$sive Sp.<ified Strength 􀁬􀁾􀁾􀀮􀀠 􀀨􀀬􀁉􀀬􀀬􀁾􀀢􀀩􀀠 T..t.d . (inches) , (lb.) --7162 • 7 5·31 5,5"
-82.855 I b 7 5·31 , 85,445 c 28 􀁾􀂷􀀲􀀱􀀠 i 109.200 cl 23 6·21 111,775 .JI. -􀁾• , 􀁾􀀠 , Sid. 29.27 .. " I' " ".. .". H .". ,n Strength (psi) (p,i) 2930 3600 3020 S860 i 3950 --........􀁾􀀭
􀁓􀁴􀁥􀁰􀁨􀁥􀁮􀁍􀁡􀁾􀀠 M AS·T£K Engin,ol'lng & A"oc,. In. Materials Coor matOr 2SS() 􀁮􀁣􀁣􀀱􀀮􀀻􀁊􀁣􀁾􀂷􀁒􀁬􀁴􀁬􀁭􀁬􀁾􀀮􀀬􀀠Suitt 105, Dttlhu. 􀀧􀁔􀁥􀁊􀀮􀁩􀁬􀁾􀀱􀀠 15231 (1'1t) 97.217(19·7384
(ra,,) 97}.·709-7385 B 1 • d eldllU 2D 91 rnr 
01/06/1996 02:00 917-737-3314 T-SC/DFW DIV PAGE 12 CONCRETE CYLINDER TEST REPORT . -Project Nl'iDH: Heal!)' R".G Addison, TX -' SubcontrJtct NUUlber Report Number 02.00384 . 􀀨􀀺􀁉􀁪􀁾􀁮􀁴􀀠􀁎􀁡􀁕􀁬�
�􀀡􀀯􀀮􀁾􀁤􀀨􀁉􀀺􀁲􀁥􀀮􀀤􀀢􀀠 rx Sterling Constn'c,;,,,, Cnnra.! Carl Wall fl. Wot1h, TX ':l00\I.0:;._ l\l.,-JeJ, l'roje<:\ 􀁾􀀧􀁉􀁉􀁵􀁭􀁢.. : 􀁾􀁦􀀩􀀲 ..:·1'1 Sample 􀁃􀀢􀁾􀀺􀁦􀀱􀀿􀀦􀁉􀁬􀁄􀁴􀀢􀀠
Report llal. 6·6..Q2 Revised 6-24-02 􀀬􀀮􀁾􀁮􀁣􀁮􀀺􀁕􀁴􀀠Suppuc(' flelll Tec.b"ician L.Me' Steve StcwlU1 􀁓􀀧::􀀧;􀀧t.􀀧. 􀁉􀀩􀁾'􀁌I􀁯 Z􀀼.􀁪,􀁜 􀁉􀁾n􀀧􀀧let ",.n J'jMt # 'T rU&f; Nil,
l(l ' 􀀱􀀧􀁩􀁪􀁬􀀧􀁊􀁾􀀠1"4% 􀁔􀁾􀁾􀁣􀁏􀁾􀁾􀁒􀂥􀀧􀁉􀀮􀁤􀀠 􀀧􀁔􀁾􀀢􀀧􀀮􀀠IJ,11h,d .W . . MIxI,D. 􀁃􀁾􀁮;>􀁣 􀁯􀁾􀁾􀁬􀀠«􀁦cTees·I lII'· 􀁁􀁬1􀁦4􀁾 􀁾􀁧t: 􀁦􀀬􀁩􀀻􀁾􀁓􀀠 WCefott,u:!v;"
􀁦􀁾􀁾0􀀧0􀁉 􀀰... n1"terials ----CenleM Ctmr:r[! 􀁬􀁜􀁧􀁧􀁲􀁴􀁾􀁊􀁤􀁥􀀠 Iul.flllediate Aggregate Fine Aggrf.g.utc 􀁁􀁤􀁮􀀧􀁩􀁾􀁴􀁵􀁬􀀧􀁣􀀠 Entrained Air \Vatcr 􀁁􀁤􀁤􀁬􀀩􀁤􀁾􀀠􀁜􀀧􀁾􀀠9!"
No No I QU3.tltity of added U·ater NlA C"mme:ntlJ 􀁾􀀮􀀭 -􀀨􀀧􀁬􀁉􀁲􀁩􀁮􀁮􀁾􀀠M<tunu: Lim. liia",eter. 6,01)" CI'QS$-Sectio.flo.l rest Method: Lab. TechD;"Jan $lauM/ttl Clffillt;' .TnJ//;
Length: 12.00" AT:," 7).OQ$q. in ASTMC·39 Specl.,e,. "ge nate Slump Tot.1 t .... d Are. of CO"'l'tes.h·e S"""j[jed Strength No. (da;") Testctl (inehes) (lb,) 1149 a 7 5-30 4.2'5'1 82,615
b : 5·30 101,991 c 2S 6·20 120.957 d 28 6·20 . 125.63') .. I 􀁾• --. Std. Strug'b (psi) (p'1) 28.27 2920 '600 " 3820 " 4280 .". 􀁾􀀴􀀴􀀴􀀰􀀠 .. .. .. " .. .". .. .. Rovlew.d By. . stephen
􀁍􀁡􀁾􀀠 􀀭􀀭􀀺􀁍􀀺􀀭􀀻􀀺􀀭􀁡􀀭􀀽􀀭􀁴􀁥􀀮􀀺􀀺􀀮􀀮􀀺􀀺􀀧􀁲􀁩􀁡􀀢􀀷􀁬􀁳􀀽􀀧􀁃􀀻􀀺􀀭􀀻􀀧􀁯􀀽􀁯􀁲􀀢􀀽􀁣􀀮􀁴􀁭􀁾􀁡􀁲􀁡􀁦􀀻􀀧􀁦􀁩􀀢􀁯􀁯􀁬􀁲 MAS-TEK Engineering <I: """c., Inc 1550 􀁄􀀮􀁴􀁬􀁤􀁥􀀩􀀧􀀬􀀬􀁜􀁥�
�􀁤􀁾􀀬􀀠Suite 105, naUa" T..,.. '15:,37 (pI» 9721769.1384 (fax) 972·109-7385 
01/65/1995 62:a0 817-737-3314 T-SC/DFW DIV PAGE 13 CONCRETE GYLINDER TEST REPORT _. ,';;;;,1,0: ... Pl"Q,i£ct NilUtI..t ReallY R(J{td Mdi$OI1, rx -SOlU!!ltltrllC( 􀁾􀁕􀁮􀀱􀁊􀀩􀁥􀁲􀀠
􀁒􀀮􀁰􀁾􀁲􀁉􀀠Numb.r 02-00373 Client 􀁎􀁡􀁭􀁾􀀯􀁁􀁤􀁴􀁬􀁲􀁦􀀮􀁬􀀤􀁳􀀠 lX Sterling Con.-slructiI)J) Contact enrl Wall xl. Word., TX M",-Td,Proje<:t Numb.r 􀁾􀀮􀀠 􀁾􀁏􀀲􀀺􀀻􀀭􀀤􀀠 I 􀁓􀁾􀁬􀁬􀁬􀁰􀁬􀀮􀀠�
�􀁾􀀱􀀤􀀱􀁩􀁪􀁾􀀦􀁄􀁡􀁴􀀮􀀠 RoponDnt. . 6·5·02 ReVJ$ed 6·24·02 ,-ooo...,t. ""PI/J,,'r I.C:-"1 Fiold Technlcl .... RickHllyes 􀁳􀀩􀁽􀁊􀀧􀁮􀁊􀀩􀁾􀀧􀀠l...(IC"Jlji(U) S,,,, { :!+51. \Vesl
f.jdl! inlel waU 􀀭􀁾... I 11,tnr# 􀁔􀁾􀁾􀀧􀀱􀁫􀀠1'10, 􀁔􀁾􀁭􀁢􀀧􀁩􀀢􀀠 T!/r_. SM'f.1c!l , 􀁔􀁩􀁪􀀱􀁬􀀮􀀬􀁂􀁰􀀢􀁾􀀱􀁴􀀮􀁤􀀠 MbLD. 􀀺􀁾􀁏􀁬􀀧􀀮􀁎􀀬􀀠 i 􀀭􀀮􀁾􀁑􀀠 .•. 􀁃􀁏􀁾􀁾􀀧􀀮 Tonlt'.
IA[_1j5ntP. 􀁗􀁾􀀮􀁦􀁾􀁖 Condition. 9. 􀁧􀁲􀁣􀁣􀀺􀁾􀀠 .. 􀁾􀁥􀁬􀀧􀁾􀀷􀀧􀁾􀁕􀁈􀀠 -Sunn MMe.J.l. Cenlent ... 􀀨􀀺􀁯􀁮􀁴􀁾􀁑􀀠Aggr&gate Int"....di.t. Aggregat .. 'Fin, Agg"'S"t. Adn1h,;tnre
l':n',-dblw Air \Vat(!r Added? )"eli ur Nq C:oDlJueQII Yes Quanti!)' or addod wotor wotor 10 Gallons -... Curing M.cth"d.J.im. IDiam.let: 6.00" c-:':;;Sectlonall Test Mothod: La!>, Technician
SnJ."""f!lI<;ltriJlg Talll< Ix..ngtb: 12.00" Ai'••: 'i,).flflSq, in IAS1MC.!l!' I-::S-l'-."'-:·"'-""-A':'"g-.-,-..lll==.t=.=':"!';;'S::l:'-UJI)"-p-'T::: Tot.l Load Are. of Comprt.9lve
Sp"'lfied Sn-engtb No, 􀀨􀁤􀀡􀁬􀁾􀀧􀀩􀀠 T.,Ud: (inche.) Qt..) Std. St....ngll. (p,i) (p';) 7)38 7 ! • 5-29 3.25" 95,910 ::lS.l1 3390 3600 b 7 5-29 \03.755 " 3670 Ilo,t62 " 4280 d 23
! 6-19 c 28 6-19 .. 117,700 .". ! 4160 . 􀁾􀀠 " " • n .. ".. .. on R.vle... cd Bl! I\(fAS·TEI< £ngin.••riJlS & A/,oc.• lnc 2550 Bt,cklc:ymca<.le,. Suite 􀁬􀀰􀀵􀁾􀀠 DaJlt15, 􀁔􀁴􀁸􀁾􀀺􀀭􀀻􀀠
􀀷􀁾􀀱􀀮􀀳􀀷􀀠 Cpu) 􀁾􀀷􀀲􀀱􀀷􀀰􀀹􀂷 7384 (flU) 971-709·7385 !ll • d 
01/06/1996 02:00 817-737-3314 T-SC/OFW DIV PAGE 14 CONCRETE 􀁲􀁾􀁙􀁌􀁉􀁎􀁄􀁅􀁒􀀠TEST REPORT 􀀭􀀭􀀮􀀮􀀮􀀮􀀮􀀮􀀮􀁾􀀮􀀮􀀺􀀮􀀮􀀺􀀮 .... 􀀬􀀭􀀢􀀢􀁾􀀭􀀭 PI'Q.j C!"ct !"i llrun 􀁒􀁾􀁡􀁬􀁲􀁹􀁒􀀨􀀧􀁉􀀳􀁤􀀠
Addison.. IX -.._., ..... . Subcontract 1'1l1u,1iCr-􀁾􀁾􀀠 ReportNlIlnbe, 02-00310 ClienT Nanl(.':.'Adciress TX Stc::rlicg CoUStruOtiOH Cuttlad Carl Wall ·Fr. 􀁗􀁾􀁮􀁢􀀮􀀠IX ..... 􀀭􀁾..........Mu,-T
ek 􀁬􀀧􀁲􀁾􀁪􀀮􀀧􀁴􀁦􀁾􀁲􀀮􀀺􀁭􀁨􀀮􀁲􀀠 Sample ColI<ction Date R<l'ort Date 􀁟􀁾􀀠.:'(1·02 5-31-02 Revised 6-24-0:2 _u ___, 􀀬􀀭􀀨􀁬􀁬􀁜􀁃􀁲􀁥􀀧􀁾􀀠;,uppucr Field T""llnl./an LMC Steve
Ste\Yar1 􀁬􀀧􀁾􀁩􀁜􀀡􀁭􀁙􀁾􀀠􀀱E􀁯􀀠l􀁾'(4􀁩 􀁬::i􀁴t:􀁩l, 􀀮0􀀢+53 rIM' II 􀀧􀀡􀁾􀁾􀀲􀀤􀀻􀁾􀀿􀀱􀂫􀁬􀀠 􀁔􀁾􀁾􀁾􀀱􀀶 }':Q. TIW Iln! ched ,,:')8,;I.)/L 􀁔􀁾􀁾􀀧􀁾􀀹􀁢􀀳􀀧􀀠 MilI.D. 􀁃􀁬􀀧􀁬􀀧􀁊􀀵􀁃􀁦􀀮
􀁾􀀠T.... rrrp. 3 􀁃􀁊􀀮􀁴􀁊􀀧􀁉􀀻􀀻􀀻􀁾􀁓􀀠 hit/Temp. 6 Degr,':L_ -􀁗􀁍􀁴􀁾􀀮􀁬􀀧 􀁃􀁾􀁮􀁤􀁩􀁴􀁬􀀮􀁄􀀳􀀠 1t\ v.Ii: uruw --..... ""..._..",...-Mat...." 􀀭􀀭􀁾􀀭 C.·mom Cc,ntr:;.;: 􀁁􀁾􀁧􀁲􀁥􀁧􀁡􀀺􀁴�
�􀀺􀀠 lllt.nne..iat. Agg,egate fiM 􀁁􀁾􀁾􀀬􀀮􀁾􀀮􀁴􀀮􀀠 A,dwb:.tl.lJ,·f, Entrained Air '''''ant)' ,t",dlfcd'l' YM f)l" No Yas 􀁑􀁕􀀻􀁬􀁬􀀱􀁗􀁾􀀠ill' added 􀁾􀀧􀁡􀁴􀁣􀁲􀀠 15 Gallons 􀁃􀁶􀁲􀁵􀁴􀁴􀀩􀁾􀁮
􀁴􀁬􀁴􀀠 _ .. 4/0"""......'_ -􀁾􀀺􀁾􀁲􀁩􀁮􀁧􀀠Mo!b".U: Um. IDi.mot.r: 6,1)0" 􀀱􀀨􀀢􀂷􀀧􀀻􀀤􀀧􀁾􀀵••tlon31 I,Te'l Method: ILa!). Te.:hni.ian $rtttlrarcdCII!Ulg nmk Ltnf(!ll: 11.00" iA,.x:
12.(}OSq. in ASTMC-J9 Spccilllcn Ago I Dat. Slulup l'otni Load Area of COl>lp,.ulvc Sp«Uiod Strength N\l. (<iay,) . T.,,,,d (inc.b.sl (lb$) -7135 a 1 5-27 3·' 91.121 --"_. b 7 $-27 9(;,00
1 c 􀀱􀁾􀀠 6-17 119,449 d 1f.\ 6-17 1 --123,138 .,. I --I ..:...,..,.."'-" Std. Strength Oui) (1'.0 28... 21 3240 4000 .. 3400 4230 " ..4380 .". .. " " " .'.. .. " MAS·IEK 􀁊􀀧􀁮􀁾􀁩􀁮􀀼􀁾􀁲􀁩􀁴􀀾􀁧�
�& A.-.c., In, 25;;0 􀁊􀁨􀁣􀁬􀁤􀀬􀁾􀂷􀁭􀁣􀀮􀁤􀀮􀀬􀀠Suit. lOS, 􀁬􀀾􀁡􀁬􀁬􀀢􀁾􀀬􀀠len, 'S237 (ph) 􀀹􀀷􀀲􀀱􀀱􀀰􀀹􀀭􀀧􀀱􀁊􀀸􀁾􀀠(f"x) 972-709-7385 
61/65/199& 62:G6 817-737-3314 T-SC/DFW DIV PAGE 16 CONCRETE CYLINDER TEST REPORT --Prqject NllhH:: Rca.lt;.' Road 􀁁􀁤􀁩􀁬􀁩􀀺􀀺􀁒􀁉􀁊􀁬􀁾􀀠'l'X --Subcl'tntrati Number Ropurt Numb••
Q2.00Jl:l CUcnt Namt'ilA dtl 􀁲􀁣􀁾􀁳􀀠 1'X 􀁾􀁴􀁣􀁲􀁨􀀧􀁮􀁧􀀠ton:llrUCiJ'.)n 􀁃􀁏􀁏􀁢􀁴􀁬􀁾􀁴􀀠 Cw-I Willi Fr. Wor1h, TX MIl,·T.I, p"li.trH!".ub<r : 􀁓􀁾􀁰􀁬􀁥 􀀨􀀺􀁴􀀮􀁜􀁬􀁊􀁾􀀨􀀺􀁴􀁩􀀿􀁬􀀻􀁜􀀠Daft
R.p0rl Daco . 􀀬􀁾􀀮􀀠J7·01 Rovised 6-S.02 -\; 􀁾􀀠 􀀩􀀮􀁾􀀩􀀮􀀠 J.... 􀀭􀁲􀀻􀁑􀁮􀁣􀁾􀁴􀁴􀀠SUl'Phcr .., LMe -1'''''"'l'ochnicioD Steve Stcwmt Sam"lc TAt:ufnn , 􀀺􀁾􀁬􀁴􀁬􀀮􀀠 􀁾􀁏􀀭􀀫􀁻􀀺􀀮􀀿􀀠􀀮􀀷􀀧
􀁾􀀠 \,v\og l"otuUt PJant 1/Tr,'{1k No. TmH'1't I , -, 􀁔􀀡􀀮􀁊􀁔􀁨􀁗􀁾􀁰􀁬􀀮􀁤􀀠 T􀁾􀁾􀁉􀁋􀁽􀁉􀀬􀁡􀁦􀀬􀁜􀀬􀁉􀀢􀁾􀀠 Mi,I.D. 􀁃􀁾􀁮􀀧􀀵c􀁾r􀁾n􀀠:Te:e.m p. Air 􀁔􀀮􀀢􀁾􀀮 93 Dc cos ..,
,._..... 􀁗􀀬􀁭􀁉􀁾􀀮􀁲􀁃􀁗􀀧􀁤􀁪􀁴􀀡􀀢􀁭 IJt v&." 'tnD J\<f:\I..i"l. 􀁾􀀠 􀀨􀀺􀁥􀁴􀁴􀁨􀁾􀁬􀁴􀀮􀁴􀀠 Course; 􀁁􀁾􀁧􀁲􀁩􀀺􀀧􀀮􀁧􀀢􀁴􀁦􀀠 Int.....udla.. 􀁁􀁧􀁾􀀢􀀧􀁧􀁡􀁦􀀮􀀠 fine Ager('gll!t
􀁁􀁤􀁭􀁩􀁸􀁴􀁵􀁲􀀧􀁴􀁾􀂷􀀠 'En1ralned A IT 􀀭􀀭􀀮􀁾􀀮􀀠 \Vah.'!r Audt'tf? Yeli ur Nt) 􀁑􀁕􀀶􀁮􀁴􀁩􀁴􀁾􀁊􀀠4>' added. wahlI'" COI,11\l(!nt.lt .....=􀁃􀁬􀁬􀁲􀁩􀁮􀁾􀀠􀁬􀁉􀁩􀁥􀀧􀁬􀁬􀁾􀁤􀀺􀀠Limlt
DiollDcttn (,.01)" 􀁃􀁲􀁤􀁾􀀺􀀻􀀮􀂷􀀭􀁓􀁬􀀡􀁤􀁩􀁮􀁮􀁴􀀺􀁴􀁬􀀠 T • .t M.thod, 1.ul>. Tcchnk-Ian Stlturateil Cllrlllg fimA l..J:aglh: 12,(IIJ" 􀁁􀀺􀀧􀁾􀀧􀀺􀀢 71,00 􀀮􀁽􀀧􀁬􀁾􀀠in ASTMC"9
SpC<'imcn Age I)ate Slump TQ'"ll<Iad At(-4/.J! Compressl". Sl'oci\l.d 5 rnnglll 􀁎􀁾􀀬􀀠 (.Isy,) lolled 􀀨􀁩􀁮􀁣􀁨􀁾􀀧􀀱􀀩􀀠 (lb.) Stu. sr",n!11'b (p'l) (l',d) -----f-,. 7l)$(1 a ; 5-1:;
<, .c::" 􀀮􀁾􀀠,.. 9R,PJ '28.17 3fJ30 ::\600 b 7 5·13 􀁾􀀨􀀻􀀬􀀴􀀴􀀲􀀠 .. 3(110 c z::: (,.) 110,971 .. 3\)20 d 13 0·3 112.541 " .l.lSlaO :.. .. • .. : .. .. -_. ".. .. -.. .. I I ..
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􀀷􀁾􀀲􀀳􀀷􀀠 (ph) 912110!1-·7384 (fils) 97Z-71l9· 􀀷􀁊􀁾􀀵􀀠 enn:Tl ?n 􀁾􀁔􀀠 Tnr 
---• • 01/0&/199& 02:00 817-737-3314 T-SC/DFW DIV PAGE 15 CONCRETE. CYLINDER TEST REPORT --_•. ..1"'i'ruJt'.c1 􀁾􀁡􀁄􀁗􀀠􀁲􀀢􀀬􀁾􀁬􀀡􀁹􀀠R,)(I(\ .t,,1Ui,"n, TX 􀁾􀁕􀁢􀁃􀁱􀁢􀁴􀁴􀁊􀁜􀂢􀁴􀀠􀁎􀁕􀁢􀁬􀁬􀀮�
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􀁡􀀡􀀮 It.pot'! DUle . 􀀮􀁳􀀮􀀲􀁾􀂷􀀨􀀩􀀲􀀠Rcv,,.,d 6.19.()2 􀀢􀀬􀁵􀁬􀁬􀁣􀁲􀁾􀁾􀁥􀀠􀁾􀁕􀁴􀀧􀀩􀀢􀀬􀀢􀁲􀀠 􀁾􀀢􀀠 .' H_ )'Ield T''''hnlclan l.MC 􀁓􀁴􀁾􀀢􀁃􀀠Ste'\'ilr1. 􀁓􀀧􀀡􀀮􀁲􀀮􀁮􀁐􀁾􀀧􀀮􀀠􀀵􀀱􀀧􀀮�
�􀁲􀀱􀁾􀁮􀀠 . 􀁾􀀧􀁮􀀮􀀠 j.,. 􀁒􀁾􀁉􀀠 , O+89.M Line 1\ 1'J.'" # j Tr'I'i!' NI). TlmUltl ; 9, 􀁔􀁉􀁲􀀳􀁾􀁪􀀧􀀡􀁊􀀧􀁫􀁩􀁬􀀢􀀨􀀱􀀠 Mi.LD. 􀁃􀁾􀀡􀀡􀀧􀁩􀀵􀀧􀁉􀀢􀀠Temp. Ti_M ,(1"0􀁾 􀀧􀁒􀀡􀁦􀀮􀁬􀀮􀁤􀀠
AM9 cmr. 􀁗􀀧􀀮􀀧􀁾􀁦􀁲 􀁓􀀧􀁱􀀧􀁾􀁛􀁵􀁮􀀮 􀀬􀀧􀁾􀀠 􀁾􀁾􀀧􀁾􀁉􀀡􀁾􀀠 )CUT.:.!l'.:; SlIlln' & ' 􀀭􀁾....", ". Mot.rlah -Ce(nent 􀁃􀁉􀁬􀁑􀀢􀀧􀁾􀁃􀀠􀀬􀀱􀀢􀁧􀁧􀁲􀀰􀁾􀁡􀁴􀁥􀀠 􀁊􀁮􀁴􀁥􀁲􀁭􀀮􀁤􀁩􀁋􀁉􀁾􀀠􀁁�
�􀁧􀁬􀀧􀁴􀁜􀁧􀁾􀁬􀀮􀀠 Fh,o 􀁁􀁧􀁧􀁧􀁮􀀮􀁾􀁡􀁴•. A·:'1tnb.:(\1'"C Entrained Air Wafer Added? Ve:'l ,_rNn No Qu.ntill or ."dod ",.tor NI/\ 􀁃􀁬􀀩􀀺􀁭􀀺􀁭􀁭􀁮􀁾􀀠 -,., ,.. _.. Curi"l: 1\1.111')<1,
I..inle DjolDoler,6.0I1" : C,,,,,-S,diu"ul /TOY' 􀁍􀁾􀁬􀁢􀁯􀁤􀀮􀀠 Llrb. 'hcnniclHD Saturatl!d Curing -T( Ink .... ngtl1: 11.0/1" i ArCA:.7J.OO Sq,;" 􀁾􀀮􀁳􀁬􀁍􀁃􀀭􀀳􀀹 􀁾􀁐􀀢􀂷􀁊􀁗􀀮􀀱􀁬􀀠
Age nate SIQn'p TtHitl Lolld Art4 ,,/􀁃􀁯􀁭􀁛􀁬􀁎􀀤􀀮􀀧􀁩􀁶􀁾􀀠 Sj'''''lfied St""ngfh No. (.hy_,) I Teste<l 􀀨􀁴􀁮􀁣􀁨􀀮􀁾􀀩􀀠 􀀨􀁉􀁾􀀬􀀩􀀠 , 71:;0 n 7 I 􀀻􀀻􀁾􀀲􀀲􀀠 6' 1)1,495 -t.
7 S-22 HJO.OH " 28 􀀶􀁾􀀱􀀲􀀠 􀀱􀀱􀀱􀀮􀁾􀀱􀀡􀀵􀀠 -d 2S G-12 lZ1,310 , 7 -.--_.-! 􀁍􀁁􀁾􀀬Y.EK f.nglnccring Ii< .<\,»•••, In< Std. St,..ngtb (P'i) (p.i) 211.17 3240 :3600 .. 3540 ,. 􀁊􀁾􀀱􀀴􀀰􀀠
., .. : ! 4500 , ,. .". f • j .. 􀁾􀀠 'f •• .. " Rel'i....dlll" Stephen 􀁍􀁡􀁳􀀮􀁮􀁵􀁾􀀠 --M-'atll!l!erozto!jaIDIS􀁷􀀮􀁃􀁯􀀮􀁷􀁯􀁬􀁊􀁯􀁬􀀾􀁲􀁤􀁬􀁩􀀱􀁡􀁾􀀡􀁬􀁐􀀱􀁯􀁉􀁥􀀭􀁦􀀭􀂷􀀠 􀁊􀀡􀀬􀁾􀁦􀀠BccI!Jc!ll
lcndc, $\1110 IUS, Illlll;I>, 􀁬􀁜􀀧􀁸􀁡􀁾􀀠1:;237 (1)11) 􀀹􀀷􀀲􀁮􀀨􀁜􀀹􀀭􀀷􀀳􀀤􀁾􀀠(fa,) 􀀹􀁮􀀭􀀭􀀷􀀱􀁬􀀡􀀱􀀭􀀷􀀳􀁾􀀵􀀠
el/B6/1996 B2:BB B17-737-331q T-SC/DFW DIV PAGE 17 CONCRETE;: GYLlf\IDER TEST REPORT ,,-,."'-"-)'rojt<t Nnme Renlty Road J'\ddison, TX ",0,' Subc(I:01rnct Number a.p0rl Number 02.00304
,._-eli""t N "mc/Adurc.'.' TX Srerling 􀁃􀀨􀁊􀁮􀀤􀀨􀁴􀁜􀁉􀀢􀀮􀁾􀀧􀀮􀁩􀁏􀁬􀁬􀀠 Contact Carl W.U 011ind Prairie. TX ..... 􀁾􀀭􀀧􀀡􀁬􀀠 M."·'I.,,1'1"tj􀀮􀁦􀁾 tu:mb., ! Sa.mple 􀀼􀀺􀂷􀁉􀀢􀁾􀀱􀀮􀂣􀁴􀁩􀁾􀁮
􀀠Date Report D... 5-13.02 Re\ised 6.5-02 .-( --s 'I <.()-Q2 " ....C ,'ct•. -" 􀁾􀁴􀁉􀁾􀁰􀁵􀁥􀁲􀀠 Flold'tecbnician TX) DOl',ld Napoleon 􀀱􀁓.􀁾 􀀱to􀁉􀁬;􀁉.􀀧 􀀱􀁍􀀺􀀢􀁾􀁪􀀡􀀢􀀮􀀧􀀧􀀡􀀠􀁉.,􀁩
􀀢(􀁑,h􀀠a!l1'\cl 'i-.'all 1'1...,1# 􀂷􀁲􀁾􀁾􀁾􀁩􀁎􀀢􀀮􀀠 􀁔􀁬􀁦􀁮􀁪􀁾􀀠 􀁔􀁾􀁾􀀬􀁓􀁴􀁬􀀺􀁭􀀧􀁉􀀮􀀧􀀱􀀠 Tilnell.,td".d MldD. 􀁃􀁾􀁮􀀧􀁪􀀩􀁦􀁾􀁾􀀮􀀢􀀧􀁰􀀬􀀠 Aif15rop, 􀁗􀁧􀁾􀁨􀀮􀁲 Condition.
\) 􀁾􀀠 e5 4. 􀁴􀀺􀁑􀁉􀀧􀁾􀀻􀀻􀀠 --'",,'..' 􀁾 .. 􀁾􀀧􀀠 -􀁾􀀠 􀁾.. 􀁾􀂷􀀺􀁉􀀧􀀮􀂷􀀢􀀢􀀬􀀬􀀭􀀭 i\-1llterinl,\ ...... _.. Cement (Q'. ,.,,,. f)ggl1:8,,'e IoI.rOledi .. te Aggrogate '_.
Fino 􀁁􀁴􀀺􀁧􀁲􀁥􀁾􀁡􀁴􀀮􀀠 Adl>1M!l,c Elittaln.•d AIr 􀁗􀁾􀁜􀁴􀁣􀁲􀀠Added": 􀁹􀁣􀁾􀀠(I.-No Yes Ql!:uctit-: of addt'd 􀁷􀁡􀁴􀁾􀁴􀀠 lS GoBans COlnnlcnt!l . -.._._""", -􀁾􀀠 Cur\l>g M.tbod,
􀁕􀁭􀁾􀀠I:>i.mct..-: 6.00' 8111111'1«.,1 Curi"g Tank UJlIgtb: 11.00" 􀁃􀁲􀁾􀀬􀀬􀀭􀁓􀁥􀁣􀁴􀁩􀁯􀁮􀁡􀁬􀀠 ITen Method: ILab. Tecbnlclan 􀀧􀁾􀁾􀀢􀁩􀁜􀀺􀀠72.00 Sq. in IISTM C·39 Spl!cbrltm
Age Date Slulxlp rolallA.d Are.uf C."'p..... lv. Spetified St",ngtb Nt), 􀀨􀀬􀁢􀁾􀀧􀁾􀀩􀀠 res..d ("'.It.,) : (lb.) L ....._. 7069 " 1 5·6 6.0' 79,260 l' 􀁾􀀠 , 5·6 75.215 e 28 5·27 IOS,50S
d 28 5-27 --106,732 .iI. --􀁾• -Om 􀀭􀁾.... ---...... 􀁾􀀠 , -i"-I " .....,...... 􀁾􀀬􀀭􀀮􀀮􀀭 Std. 28.11 .". .". .. .". .. ".. " .". I Stxenith (p.l) (p.I) 2800 3600 2662 3760 1. 3780
R.vi....... By: 􀁓􀁴􀁥􀁐􀁨􀁥􀁮􀁍􀁡􀁾􀀠 MAS· TEl\: Engineer;.; & Auo••, Ille Materials Coord 2551' ll«klcym""d",Sui!< 105, DaO••, Te", 􀁾􀀺􀀻􀁚􀁊􀀧􀀠 (1,1» 􀀹􀀷􀀲􀁉􀀷􀀡􀁊􀁍􀀳􀁾􀀢􀀠(f..)
912-709·,7385 
--61/65/1995 62,66 BI7-737-3314 T-SC/DFW DIV PAGE IB CONCRETliS CYLINDER TEST REPORT l:-iubco.ntX'::tct 􀁎􀁕􀀺􀁏􀁬􀁢􀁾􀁉􀀧􀀠Clien' NII..,,,,,·,,hIIT... TX Sterling C G,a!\d 1'l'1lirie, -_........,..*-.....---Addison. TX .' R_port 􀁉􀀢􀁾􀁭􀁢􀀮􀁲􀀠O]'.O()2S9 􀀭􀁾􀁾 ...... \1t\,"ttl.!CtIOU CQ.oI.CI C.dW.U IX
...􀁾 ......􀁾􀀠 s.Dlpt. 􀁃􀁯􀀡􀁲􀀺􀀧􀀮􀁓􀁾􀁾􀁬􀀧􀀢􀀠 Itopon 􀁄􀀮􀁴􀁾􀀠5·6·02 Revi ..d 􀀵􀂷􀀲􀁾􀀭􀁏􀀲􀀠 Field TKhnl.l!lD Antwone Jenkins 􀀮􀁉􀁾􀁾􀁎􀁯􀀮􀀠 _. 􀁔􀁬􀁦􀁭􀁾􀁾 􀀺􀁪􀀢􀁾􀀭􀀠􀁬•􀀦.,􀁾,'􀀢l.􀁨
􀀢􀁤 Mb;!.l). -􀁲􀀷􀁬􀁪􀁪􀁬􀁾􀀠 􀁾􀁾􀁾􀁉􀁉􀀮􀁲 Condition, e 'C:$ • unny "-;.;.;;n.... o;.;,<'J'!. ••,j..",.,...Mo'.rllll, C"menl C\I,ll r):t 􀁁􀁾􀁧􀁲􀁵􀁧􀁮􀀱􀁥􀀠 lIIt.rmeaia,e Aggregate
Fint: 􀁁􀁧􀁧􀁲􀁣􀁾􀁩􀁜􀁴􀀬􀁥􀀠 AdulU;bJYC: J!,Qlraloea Air Water Added"! '\.'., .r No No 􀁑􀁵􀁾􀁴􀁬􀁴􀀩􀀧􀀠of .lidded 􀁾􀁈􀀮􀁴􀁃􀁉􀀧􀀠 N/A 􀁃􀀨􀁊􀁉􀁕􀁴􀁬􀁬􀁥􀁮􀁴􀁾􀀠 ..􀀢􀀧􀀭􀁾􀀠..'"
Curing Method: Lime .Diameter, 6.1)0" Ilattlrn(t!d ("/";"11 Tllflk il..,ngtl,: 11.00" 􀁃􀀻􀀧􀀻􀀻􀁾􀁓􀀮􀁌􀀱􀁩􀀮􀁍􀁉􀀠 IT.,I M.th.d, ILob. Te<:bnlclon AN.: 7;1.QQ Sq. fn :IlSTMC·J' Spcc,b.ne')t
Ape Uate Slum!' I itjt») Load Are. of Compres5h'e: Sp.cW.d Str.n((fh No. (dDY') 1'¢Jted (ioch.,) I ._(lb,) 7054 A 7 5·1 6.Q" ..31,755 􀁾􀀠 7 S·l .._-... 86,705 • 28 5·22 -106.040 d 28
5·,22 111,91S .--"; --_. ---􀀧􀁾􀁾􀀫􀀭􀀭 t 􀀢􀀧􀀡􀀾􀁴􀁩􀁬􀀡􀀻􀀻􀀮􀀢􀁾􀀧􀀢􀀠 Std. Strength (psj) (pli) 28.27 2890 3600 " 3060 .. .. 3750 !3960 ., " ".. " .. .". .". Stephen 􀁍􀁡􀁳􀁾􀀠
MAS-l'J>:l!: 􀁊􀁪􀀢􀁾􀁩􀁮..ring & A,."".• Inc Materials Coordj . 2550 􀁂􀀢􀁣􀁫􀁬􀀮􀁾􀂷􀁮􀀬􀁥􀀮􀁤􀀮􀀬􀀠Suit. 11(lS. Dall.." T""", 􀀧􀀱􀁾􀀲􀁊􀀱􀀠 (ph) 9721709-7384 «(>ti) 972·709·7385
RC:S'Ol 20 91 Inc 
---61/66/1996 62:60 917-737-3314 T-SC/DFW DIV PAGE 19 COhlCRETE CYLINDER TEST REPORT =n , -, 􀀮􀁲􀁎􀁪􀁾􀁣􀁌􀀠􀁬􀀢􀀨􀁕􀀩􀀧􀁜􀁾􀀠 R<:mhy RI.'lnd Addison. IX 􀁓􀁵􀁢􀁣􀁻􀀩􀁬􀀡􀁬􀁲􀁾􀁣􀁴􀀠NIUnb.,
n·l)orlNumlm 􀀧􀀩􀀲􀀮􀁬􀁬􀁴􀀮􀁬􀁾􀀷􀀶􀀠 CJil.:'llt 􀁎􀁾􀁭􀁣􀀯􀀧􀁜􀁤􀀨􀁪􀁴􀂢􀀤􀁊􀁩􀀠 IX 􀁓􀁴􀁣􀁲􀁬􀁩􀀮􀁩􀁬􀁾􀀠(;1)1l.$tll1C!j!)n COIlIQel Co..1won Uranu l'....irk ,[X 􀁍􀁾􀀬􀀭􀁔􀀮􀁫 􀁐􀁉􀀧􀀧􀁓􀁉􀀮􀀣􀁾
􀁵􀁭􀁬􀀬􀀮􀁲􀀠 Simple 􀀨􀀺􀀨􀀩􀁈􀁾􀁜􀀺􀁾􀁮􀁮􀀠􀁮􀁡􀁴􀁾 􀀭􀁾􀀠 ..tJ2 '..:, . .,;. :' 􀁾􀁴􀀩􀀲􀀮 , ncport 1)..'0 5.(;"02 Revi,;ed 5-24-02 􀁾􀀬􀁶􀁬􀀢􀀢􀀢􀀧􀁾􀀠;,uppuer FIeld Tecbllidan
I.Mf: . 􀀢􀀧􀀬􀀬􀁰􀁬􀀱􀁾􀀱􀀱􀀠Mr,S(IO 􀁾􀁲􀁡􀁰􀁾􀀼􀀠􀁌􀁯􀁍􀁾􀁏􀀢 􀀨􀀧􀁪􀁾􀀠 􀁾􀀱􀁬􀀱􀁜􀀧􀁴􀀡􀀺􀁬􀀷􀀬􀀠_Me, "North end ':t11\'dl't Pll1.IIt II Tmf'Q, 􀁔􀁾􀁦􀁦􀀡􀁾􀀧􀀠 T\!Jlvi))\ln:f.,.tl
TIr,I. :'k:"'eod Mi:t.I.D, ,) ,J, . :':u) '..... , C!!8'i):iml·mp, 􀁁􀁩􀁊􀀺􀁾􀁗􀁥􀀢􀁊􀀮􀀻􀁵􀀠 􀁗􀀧􀁬􀁬􀁴􀁨􀁾􀀱􀀧􀀠Cwdifiom. \. .: 􀁾􀁜􀁉􀀮􀀤􀀠 I 􀁶􀁥􀀽􀁾􀀬􀀠 rum 􀀮􀁾􀀭 -,. 􀀭􀁾􀀽..
􀀧􀀭􀀮􀀼􀀾􀀬􀀮􀀮􀀬􀀮􀁾􀀠 􀁍􀀢􀀢􀁲􀁉􀁾􀁬􀀼􀀠 C.""'Ilt (:.'.rH 􀀮􀀴􀀮􀁾􀁾􀁲􀀮􀁾􀁾􀁴􀀮􀀮􀀠 inlorm.dial. 􀁁􀁧􀁾􀀢􀀧􀁬􀁬􀀮􀁉􀀮􀀠 fine 􀁁􀁧􀀺􀁙􀀧􀁲􀀢􀁴􀁩􀁡􀁴􀁾􀀠 AdrnixUll"e Entrainod AI.
'Vater 􀁁􀀮􀁤􀁮􀀬􀁾􀁤􀁔􀀠Yes flrNo No I Qu;\.od(y tY( 􀁁􀁴􀁬􀁴􀁊􀁾􀁕􀀠water Ct))l)Ulllnh . , -.::'""= A .... qr Comprcuhtc SLd. St",nylh (p'i) 28.l7 􀀲􀀮􀁾􀀵􀀰􀀠 􀁲􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀧􀁲􀀧􀀭􀀭􀀭􀀭􀀭􀀭􀀫�
�􀀭􀀭􀀭􀀭􀀭􀀭􀀫􀀭􀀭􀀭􀀭􀀭􀁟􀀱􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀁴􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀫􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀁾􀀭􀀭􀀭􀀭􀀭􀀭􀁾􀁾􀀭􀀭􀀭􀀭􀀭􀀭􀁟􀀱 104] a 7 4·26 5" 􀁾􀁕􀀬􀀻􀀷􀀱􀁊􀀠 3/iOO II 7 u I 2? 114.ll
;. .. 3.70 " l56() .. '4040 " -.. .". .. .... .. I .. .. R.,yiew.d 􀁂􀁹􀀺􀁟􀀭􀀭􀀭􀀧􀁓􀁴􀀮􀀮􀀮􀀬􀁥􀀮􀀮􀀬􀀮􀁰􀁬􀀡􀀮􀀮􀀡􀀡􀁨􀁥􀀡􀀡􀁬􀁮􀀮􀀮􀀡􀀬􀀡􀀻􀁍􀀽􀁡􀁾􀁾􀁯􀁾􀀠 l>U,:,;..'Hl<. 􀁴􀁨􀁾􀁬􀁉􀁴••tln3
& !\.iSOC.,:W" Materials CoordtifatOr 2:55., 􀁮􀁥􀁣􀁫􀀮􀀧􀀺􀁥􀁾􀂷􀁮􀁬􀀮􀁥􀀱􀀧􀁬􀀮􀁕􀁥􀀬􀀠Suite. 105, 􀁖􀁾􀁕􀁴􀁜􀀤􀁾􀀠TtXllS 􀀷􀁥􀁲􀀺􀀲􀁾􀀷􀀠 (ph) 9711709·7384 (f>l.'<) 􀀹􀀷􀀲􀀮􀀷􀀰􀀹􀀮􀀷􀀳􀁾􀀵􀀠
--81/85/1995 82:8e 817-737-3314 T -SC/DFW DIV PAGE 20 CONCRETe CYLINDE.R TEST REPORT 􀁾􀁐􀁦􀀭􀀢􀁏􀁪􀁾􀀺􀁴􀁩􀀠􀁎􀀭􀁯􀁭􀀭􀁾􀀠􀁾Rea􀀭lty 􀀭Koa􀀭d 􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀮􀀭􀀭􀁴􀁜􀁤􀀭􀁤􀁩􀁾􀁮􀀭􀁮􀀱􀀠r􀀭x
􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀮􀀮􀀮􀀬 􀁉.$􀁾ub􀁾cn􀁾n'l􀁾t'a􀁾ct N􀀭u 􀀭rnb􀀭cr􀀭 􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀧􀀭􀀭􀀭􀀭􀀬􀁾Ra􀁾p.,.􀁾 ... 􀁾Nu􀀭t13􀀭:ht􀀭t 􀀨􀀩􀀭􀀲􀁾􀀰􀀭􀁉􀀮􀂷􀀭􀁴􀀲􀀷􀀷􀀭􀀠 􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀁾
TX 􀁾􀁬􀁣􀁲􀁬􀁩􀁮􀁧􀀠Con:;trudi{m Cnntat:t Curl won 􀁾􀁾􀁾􀁾􀁾􀁾􀁾􀁾􀁾􀁾􀁆􀁴􀁾􀀧􀁾􀁾􀁾􀀧􀁯􀁾􀁮􀁾􀁨􀀧􀁲􀁔􀁾􀁘􀁾􀀧􀁾􀁾􀀠 1-.__􀁾􀁾__􀁾􀁾______________________􀁾􀀠 M",·Td, 􀁐􀀧􀀧􀀡􀁪􀁾􀀱􀁲􀀮􀁾􀁭􀁢􀀮􀁲􀀠
I S.mpf. 􀁣􀀻􀁟􀀻􀁩􀁦􀀺􀀭􀁾􀀷􀀮􀀺􀀮􀀻􀁜􀀺􀀮􀀮􀁉􀀿􀀮􀀺􀀮􀁬􀁴􀀻􀀺􀀮􀀬􀁄􀁟􀀮􀁟􀀨􀁟􀀧__􀀭􀀱􀁾􀁒􀀬􀀺􀀢􀀮􀁐􀀺􀀭􀁕􀀺􀀭􀀺􀀢􀀧􀀽􀀭􀁄􀀷􀀧􀀮􀁟􀁴􀂷􀀺􀀭􀀺􀀵􀀮􀀺􀀮􀀲􀀺􀀴􀀻􀀮􀀻􀀮􀀰􀀺􀀮􀀻􀀲􀀺􀀭________-1
Cuncrere Suppuer Field Tct.hn:Jeb.n LMC S..."hcn Mo.,,,n 􀁔􀁩􀀡􀀺􀁗􀁪􀁩􀁬􀁾􀁬􀀼􀁤􀀠 Cmu:rtre: Tct'rl'p. ',-' 􀁍􀀸􀀱􀁾􀀮􀁲􀁩􀁬􀁴􀁬􀁬􀁜􀀠 Cement I (;",m< 􀁾􀁧􀁾􀀢􀀢􀁧􀀮􀀧􀀢􀀠 􀁉􀁯􀁴􀁾􀁴􀁬􀁄􀁬􀀮􀀬􀁬􀁤􀁬
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No. (d.y,) TO.lled : (iuobe.l) I (Un) i 􀁾􀀴􀀲􀀠a ? J} ..26 􀀥􀀬􀀵􀁬􀁾􀀩􀀠 b 2g 􀀵􀀭􀀱􀁾􀀠 111.61.15 ".'! -....--. ! I . . A....f 􀁃􀁯􀁴􀁮􀁰􀀧􀀨􀀡􀁾􀁪􀁬􀁪􀁶􀁥􀀠 5p••lllod Slrnglh SuI.
Strllllgth (p31) (p.1) 28.27 14 III 1600 ".. ,950 ,. f " ... " " .". " 1\ " ".. 􀁾􀀠l.. ..L 􀁬􀁨􀁜􀀧􀁩􀁾􀀧􀁮􀁾􀁤􀀠 􀁉􀁉􀁾 MAS·TEK 􀁅􀁬􀁉􀁾􀁩􀁬􀁬􀁣􀀢􀁲􀁩􀁮􀁾􀀠& A.",,:., TD. :t 2550 􀀱􀁓􀀼􀀮􀁬􀁡􀀮􀁾􀂷
􀁉􀁴􀀧􀀢􀀢􀁾•• SUit"lll5, :O.Uq" 􀁔􀀮􀁾•.• 75117 (ph) 􀀿􀀷􀀲􀁮􀀰􀀹􀂷􀀷􀁾􀁂􀁾􀀠(Iu) 􀀹􀀷􀀲􀂷􀀷􀀰􀁾􀀭􀀷􀀳􀁓􀀵􀀠
.' CONCRETE CYLINDER TEST REPORT Project Name Realty Road Addison, TX Subcontract Number Report Number 02-00397 Client Name/Address IX Sterling Construction Contact Carl Wall Ft Worth,
TX Mas-Tek 􀁐􀁲􀁯􀁊􀁾􀁲􀀮􀀺􀁭􀁢􀁥􀁲􀀠 Sample 􀁃􀁯􀁾􀁩􀀧􀀦􀁄􀁾􀁥􀀠 Report Date 6-7-02 􀁾 Concrete :supplier Field Technician Steve'Stewart 􀁾􀁾􀁉􀁥􀁾a'l:laWiill'" LMC It'-g , ',,-' PJaBt#
Truck No. 􀁔􀁾􀁍􀀡􀁂􀀱􀀧􀀡􀀧􀀠 T!r:e 􀁓􀁡􀁾􀁬􀁥􀁤􀀠 MixLD. , 􀁔􀁩4:􀁭1 􀁥􀁾􀀱, 􀁴􀁥􀁤 􀁃􀁾􀁮􀁭􀁴􀁥 Temp. :35P, , 1 egrees 􀁁􀁩􀁦􀀴􀁾􀀺􀁲􀁥􀁥􀁳 􀁗􀁾􀀽􀁲􀁦􀁾􀁲􀁾􀁮􀁳 Material! Cement I
Coarse.Aggregate Intermediate Aggregate Fine Aggregate ' Admixture Entrained Air Water Added? Ye. or No Yes I Quantity of added water 15 Gallons Comments Curing Method: Lime Sa/Jlra12d
Curing Tank Diameter: 6.00" Length: 12.00" Crosi-Sectinnal Area: 72.00 Sq. in Test Method: ASTMC-39 Lah. Technician Specimen No. Age (days) Date Tested Slump (inches) 􀁔􀁯􀁴􀁡􀁬􀁾􀁡􀁤􀀠
(lbs) Area of Std. Compressive Strength (psi) Specified Strength (psI) 7162 a 7 5·31 5.5" 82,855 82,855 28.27 2930 3600 b 7 5-31 85,445 .. 3020 c 28 6-21 .. ,-d 28 6-21 .. 􀁾􀀠 .. ..
.. I .. ".... "# , , .. .... .. .. .. I Reviewed By: MAS-TEK Engineering & Assoc., Inc 2550 Beckleymeade, Suite 1115. Dallas, Texas 75237 (Ph) 9721709-7384 (fax) 972·709·7385 
.' CONCRETE CYLINDER TEST REPORT Project Name Realty Road Addison, TX Subcontract Number Report Number 02-00384 Client Name/Address TX Sterling Construction Contact Carl Wall Ft Worth,
TX Mas-Tek ProJ-e0c2t r,umber .$ Sample 􀁃􀁯􀁾􀁾􀀿􀀸􀀺􀁦􀀻􀁡􀁴􀁥􀀠 Report Date 6-6-02 (;onCl'llte :supplier --, !MC Field Technician Steve Stewart l..=􀁾􀀡􀀨􀁬􀁫􀁲􀀤􀁬􀁊􀁉􀁩􀁻􀁾􀁴􀀩􀁩􀀿􀁡􀁮􀀧􀁜􀀻􀀻􀀻
􀁬􀀧􀀠 Ijant# 􀁔􀁬􀀧􀁦􀁬􀁾􀁾􀁎􀁯􀀮􀀠 􀁔􀁾􀁲􀀺􀁈􀀧􀀴􀀥􀀧􀀠 􀁔􀁾.0􀁾 􀁬. 􀁥􀁤 􀁔􀁾􀁾􀁾􀀠 MixLD. 􀁃􀀧􀁾􀁗􀁥􀀻􀁫􀁥􀁭􀁰􀀮􀀠 . 􀁁􀁩4􀁊 􀀻􀁾e􀁾 􀁥ees 􀁗􀁲􀀡􀁲􀁯􀁾􀀮􀁦􀁾􀁾􀁩􀁯􀁮􀀧􀀠 Materials
Cement Coarse Aggregate Intermediate Aggregate Fin. Aggregate Admixture Entrained Air . Water Added? Yes or No No I Quantity of added water N/A Comments Curing Method: Lime Diameter:
6.00" Cross-Sectional Test Method: Lab. Technician Saturated Curing Tank Length: 12.00" AJ'Ila: 71.00 Sq. in ASTMC-39 specimen' Age Date Slump Total Lead No. : (days) Tested ('mches)
(Ibs) 7149 a 7 5·30 4.25· 82,615 b 7 5-30 107,991 c 28 6-20 d 28 .. 6-20 ; " "fY . . \ AJ'Ila of Compressive Specified Strength Std. Stl'llngth (psi) (psi) 28... 27 , 2920 3600 3820
.. .. .. .. ".. .. .. .. .". .. .. i Reviewed By:___......."r;;t#j"""'"-'.<"9'.--____ MAS-TEK Engineering & Assoc., IDe 2550 Becldeymeade, Suite lOS, Dallas, Texas 75237 (Ph) 9721709-7384
(fax) 972-709-7385 
CONCRETE CYLINDER TEST REPORT Project Name Realty Road Addison, IX Subcontract Number i Report Number 02-00304 Client NamelAddress IX Sterling Construction Contact Carl Wall Grand Prairie,
IX , Mas-TekProJ""tl;umber Sample 􀁃􀁯4􀁬-􀁉􀁾􀁡;􀁴"1􀁥􀀠 Report Date 5-13-02 Revised 6-5-02 -02 -a Lonerete lIuppuer Field Technician IX! : Donald Napoleon 􀀢􀀽􀁾􀁾􀀿􀁴􀁲􀀮􀀴􀀺􀀿􀀺􀀹􀁾􀀮􀁃􀁢􀀮􀁮􀁮􀁾
􀁬􀁾􀁯􀁩􀁩􀁃􀁨􀀺􀁾􀀠 P2l:a4l !!l. M. 􀁔􀁲1􀁯 􀁾􀁎􀁯􀀮􀀠 􀁔􀁾􀁾􀁴􀁪􀁾􀀧􀁬􀀵 􀁔􀁬􀀺􀁲􀁴􀀵􀁾􀁾􀁬􀁥􀁤􀀠 Time Batcbed Mixl.D. 􀁃􀁧􀀸􀁗􀁥􀁾􀁥􀁭􀁰􀀮􀀠 􀁁􀁾􀀧􀁂􀁾􀀬 I WJfotber Conditions 4 e
eos I at Materials Cement Coarse Aggregate Intermediate Aggregate Fine Aggregate Admixture Entrained Air Water Added? Yes or No Comments Yes Quantity of added water 15 GalI011S Curing
Method: Lime Diameter: 6.00" : Cross-Sectional Test Metbod, Lab. Technician Saturtded Curing Tank Length: 12.00" IArea: 72.00 Sq. in ASTMC-39 Specimen Age Dute Slump TotalI:oad No. (days)
Tested (mcbes) (Ibs) 7069 a 7 5-6 6.0' 79,260 b 7 5-6 75,275 c 28 5-27 105,565 d 28..i 5-27 106,732 • . " , ' Area of Compressive Speeified Strength Std. Strength (psi) (psi) 28.27 2800
3600 .. , 2662 .. .\ 3760 .. .. 3780 .". .. .. .... ! .. .. .. ! "• Reviewed By: 􀁾'-MAS-TEK Engineering & Assoc., Inc 2550 Beckleymeade, Suite 105, Dallas, Texas 75237 (Ph) 972n09-7384
(fax) 972-709-7385 
CONCRETE CYLINDER TEST REPORT -. ! Name Realty Road Addison, TX Subcontract Number I Report Number 02-00398 Client Name/Address TX Sterling Construction I Contact Carl Wall Ft Worth
TX Mas-TekP,,!}ectr.:umber Sample Date Report Date 6-6-02 -02 ·a :J-"L.I-tJ"L. ;J LMC Field Technician Steve Stewart 􀀮􀁦􀀮􀀬􀁭􀁾􀀡􀁔􀀧􀀠 􀁴􀁾􀀻􀀭􀀻􀀻􀀺􀀠 .,,--, Ttuc;j{No. T 78:J Tifi<ttru;
Time 􀁾􀀮􀀱􀁥􀁦􀁬􀁥􀁤􀀠 􀁔􀁬􀁦􀁴􀁬􀁨􀀢􀁾􀁬􀁴􀁥􀁤􀀠 MixLD. 2:30 􀁾􀁔􀁥􀁭􀁰􀀮􀀠 Air Temn. 􀁾Conditions III It; , Materials Cement I Coarse Aggregate Intennediate Aggregate Fine Aggregate
I Admixture Entrained Air WaterAdded? Ves or No Yes I Quantity of added water 5 Gallons Comments Coring Method: Lime Diameter: 6.00" Cross-Sectional Test Method: Lab. Technician SoJurated
Curing Tank Length: 12.00" Area: 72.00Sq. in ASTMC-39 Spooimen Age Date ISlump Totallmld No. (days) Tested i (inches) (lbs) 7163 a 7 6-3 5.5' 85,197 b 7 6-3 83,789 c 28 6-24 d 28 􀁾􀀠
6-24 􀁾• ! 􀀢􀀻􀀧􀁾􀀢􀀱􀀡􀁾􀀧􀀢􀀠 , , ! Area 0' Compressive Specified Strength Std. Strength Strength (psi) (psi) 28... 27 3010 3600 2960 .... .. .. .. .. .. n ".. .. .. " ReViewedBY:____􀀧􀁾􀁾􀁾􀁾􀁾
􀀧􀀧􀀺􀁟􀀮􀀭􀀮____ MAS-TEK Engineering & Assoc., Inc 2550 Bcckleymeade, Snite lOS, DaIlas, Texas 75237 (Ph) 972n09-7384 (ras) 972-709-7385 
CONCRETE CYLINDER TEST REPORT Project Name Realty Road Addison, TX Subcontract Number Report Number 02-00373 Client Name! Address TX Sterling Construction Contact Carl Wall Ft. worth,
TX , Mas-􀁔􀁥􀁫􀁐􀁾􀀭􀁢􀀢􀀱􀁲􀀮􀀺􀁭􀁢􀁥􀁲􀀠 . Sample 􀁃􀁯􀁬􀀡􀁾􀁾􀀲􀁾􀁡􀁴􀁥􀀠 Report Date . 6-5-02 (;oncrete ::.suppner Field Technician LCM RickHayes 􀁾􀁾􀁾􀁴􀁩􀁾􀁮􀀠 , .. ,.. 'W!iU
'; " ta. 12+51 􀁗􀁾SIde ". _I Plantii _. ---..-. 􀁔􀁾􀁾􀁫􀁎􀁯􀀮􀀠 􀁔􀁾􀀱􀀧􀁴􀀡􀁾􀁾􀀮􀀠 Tlr's"oSfl?led 􀁔􀁾􀀶􀀧􀁦􀀮􀀱􀁴􀁥􀁤􀀠 MixI.D. 􀁃􀁾􀁾􀁾􀁾􀁭􀁰􀀮􀀠 􀁁􀀡􀁨􀁾􀁭􀁬􀁬􀀮􀀠 W§ftfuer ConditiollB
unny Material. Cement Coarse Aggregate Intermediate Aggregate Fine Aggregate Adml:rtore Entrained Air Water Added? Yes or No Yes Quantity ofadded water IO Gallons Comments Curing Method:
Lime Diameter: 6.00" Cross-Sectional Test Metbed: Lab. Technician SaturoJed Curing Tank Length: 12.00" Area: 72.00 Sq. in ASTMC-39 Specimen Age Date Slump Total wad I Area of Compressive
Specified Strength No. (days) Tested (mob..) Qbs) 7138 a 7 5-29 3.25" 95,910 b 7 5-29 103,755 c 28 6-19 d 28 6-19 , -; 􀀺􀀢􀀢􀀢􀀱􀁾􀀠 .. Std. Strengtb (psi) (psi) 28.27 3390 3600 ..
.. 3670 .. 􀁾􀀠 , .. .. .. .. " .. It .". " :Reviewed By: 􀁾􀀭􀀬􀀠􀁾􀀠/.. e.s.I.ItM. MAS-TEl{ Engineering &; Assoc., Inc 2550 Beckleymeade, Suite 105, Dallas, Texas 75237 (Pb) 9721709·7384
(fax) 972-709-7385 
CONCRETE CYLINDER TEST REPORT Project NaIlle Realty Road Addison, IX Subcontract Number ReportNumber 02-00315 Client NaIllelAddress IX Sterling Construction Coutact Carl Wall Ft Worth,
TX Mas-TekProJ'1ft r,umber Sample 􀁃􀁯􀁕􀁾􀁾􀁾Date ReportDate -2 -a -6 :I 5-17 -02 Revised 6-5-02 Loncrete :supplIer Field Tecbnician Steve Stewart 􀁾􀁉􀁾􀁴􀁩􀁯􀁾􀀠 . . LMC , !!VlIlg
.. 􀁴􀁡􀀮􀁊􀀺􀀺􀀮􀁽􀀺􀀢􀀱􀀮􀀮􀀹􀀻􀁾􀁾􀁾􀁾􀀹􀁑􀁾􀀡􀀡􀀭 PJant # 􀁔􀂧􀀧􀀱􀁾􀁫􀁎􀁯􀀮􀀠 􀁔􀁩􀁦􀁭􀁾􀁾􀂷􀀠 Time i'P"ffled 􀁔􀁩􀁭􀁥􀁾􀁾􀁥􀁤 MixLD. 3:00 􀁃􀁾􀁮􀁗􀁥􀁴􀁥 Temp. 3:30 . o egrees Al3f'
tlemgpre•es 􀁗􀁗􀀺􀀺􀀺􀀧􀁬􀁊􀀮􀁹􀁲􀂣􀁷􀁾􀁯􀁮􀁳 Materials Cement Coarse Aggregate Intermediate Aggregate Fine Aggregate Admixture Eutrained Air Water Added? Yes or No Quantity of added
water Comments Curing Method: Lime Diallleter: 6.00" Cross-Sectional Test Method: Lab. Technician Saturated Curing Tank Length: 12.00" Area: 72.00 Sq. in ASTMC-39 Specimen Age Date Slump
Total Load Area of Compressive Specified Strength No. (days) Tested (inches) Qbs} Std. Strength ((psi) (psi) 7080 a 7 5-13 3.511 98,721 28.27 3030 3600 b 7 5-13 86,442 " 3010 c d 28
28 6-3 6-3 110,971 112,541 " " .r. 3920 3980 "'; " " " " .::'Pi; " " " " " " , MAS-TEK Engineering & Assoc., Inc 2550 Beckleymeade, Suite 105, DaUas, Texas 75237 (Ph) 9721709-7384 (fax)
972-709-7385 RevieWedBy:____􀀴􀀿􀁐􀁾􀁾􀀽􀀽􀀭􀀭􀀭􀀭
CONCR.ETE CYLINDER TEST R.EPORT Project Name Realty Road Addison, TX Subcontract Number Report Number 02-00409 Client Name! Address TX Sterling Construction Contact Carl Wall Ft Worth,
TX Mas-Tek ProJoctr.,umber Sample 􀁃􀁯􀁾􀁾􀁾􀁡􀁴􀁥􀀠 -02 -a ReportDate 6-14-02 ...onere.. <>upplier FJeld Tecbniclan . . enkins LMC AntwllneJ 􀁾􀁾􀁾􀁥􀁾􀁦􀀲􀀮􀀧􀀺􀀳􀀫􀁬􀁏􀁏􀀻􀁡􀁒􀁾􀁒􀁏􀁏􀁤􀀻􀀠
PJant# 􀁔􀀹􀀡􀀬􀁾􀁫􀁎􀁯􀀮􀀠 􀁔􀁩􀁭􀁷􀀬􀁾􀂷􀀠 􀁔􀁾􀁨􀁾􀁬􀁥􀁤􀀠 Tinte MixLD. 4;20"''1Ted 􀁃􀁾􀀸􀀧􀁩􀀵􀁾􀁾􀁾􀁰􀂷􀀠 􀁾􀁾􀁥􀁥􀁳􀀠 􀁖􀁖u􀁾n􀁥ny􀁾 􀁾􀁤􀁈ot􀁩􀁯􀁮􀀮 Materials Cement -Coarse
Aggregate Intermediate Aggregate Fine Aggregate Admb:ture Entrained Air VVater Added? yeS orNo No ofadded water N/k Comments Curing Mctbod:Lime IDiameter: 6.00" Cross-Sectional Test
Method: Lab. Technician S_,atedCuring Tank : 12.00" Area: 72.00 Sq. in ASTMC-39 Specimen Age Date Slump Total Load No. (days) Tested (inches) (Ibs) 􀁾􀀠64 4.011 81,710 Ei3 89,995 c 7
d 7 e f g 28 6-28 h 28 6-28 ..... 􀁾􀀧􀀡􀀭􀀧􀁲•. Area of Compressi"e SpecHied Strength Std. Strength (psi) (psi) 28.27 2890 3600 " 3180 " , .. -.. .". I .. " .. .". .". 􀁒􀁾􀁥-􀁤􀁂􀁲􀀮
Ron Pleasant ____􀁾􀁾􀁾􀁾􀀮􀀬􀁾􀁾􀁾􀁾􀀠􀁾􀀠 CMT Manager MAS-TEK Engineering & Assoc., Inc 2550 Becldeymeade, Suite 105, DaBas, Texas 75237 (Ph) 9721709-7384 (fax) 972-709-7385 
CONCRETE CYLINDER TEST REPORT Project Name Really Road Subcontract Number Client Name/Address TX Sterling Conslruction Ft. Mas-Tek 􀁐􀁲􀁯􀁬􀁾 Number !1·028·a TIme Samnled 4:25PM Materials
Cement Fine Aggregate Coarse Aggregate Admixture Addison, TX ReportNumber 02.00409 Contact Carl Wall 6·14-02 Revised 6·17·02 Field Technician Antwune Jenkins MixLD. Intermediate Aggregate
Entrained Air Water Added? Yes Or No No Quantity of added water N/A· Comments Curing Method: Lime Diameter: 6.00" Cross-Sectional Test Method: Lab. Technician Saturated Curing Tank Length:
12.00" Area: 72.00 Sq. in ASTMC-39 Specimen i Age Date Slnmp TotalI:oad Area of I No. (days) Tested (inches) (lb.) Std. 7174 a 4 64 4.0' 81,710 28.27 b 4 6-4 89,995 " c 7 6-7 101,335
.. d 7 6·7 l0==±=i e 􀀲􀀱􀁾􀀠 6-21 f 21 6-21 " g 28 6-28 n h 28 6-28 " 􀁾􀁾􀀧􀀣􀀭 .. ".. " " n Compressive Specified Strength Strength (psi) (psi) 􀁾􀀠3600 .. 3650 ! Ron Pleasant ReviewedBy:
CMT 􀁍􀁡􀁮􀁡􀁧􀁥􀁲􀁾 MAS·TEK Engineering & Assoc., Inc 2550 Beekleymeade, Suite 105, Dallas, Texas 75237 (Ph) 9721709-7384 (fax) 972·709-7385 
, 􀁦􀁢􀀩􀁾􀀠􀁍􀁏􀁩􀁾􀁊􀀠 MOISTURE/UNIT DRY WEIGHT TEST REPORT <lJ.b!o1r Proiect Name: Realty Road. Addison, TX Client Name/Address: TX Sterling Construction Client Contact: Carl Wall
Grand Prairie, TX Subcontract Number: Project Number: , Mas-Tek Pro'ect No: 9-028-a ISample Collection Date: 6/14/021 Report Date: 6/18/02 Sample 􀁓􀁯􀁵􀁲􀁣􀁥􀁾􀀤􀀠 Compaction Curve
No.: Sample Description: DkTanLMTRD Sieve Data: USCS Classification: None ASTM 0-2487 Test Procedure: Standard, ASTM D-698, Method A ITechnician: Prep. Method: . Dry· Rammer: Manual
Specific Gravity Gs = 2.65 (estimated) liQuid Limit Plastic Limit Plasticity Index % -#200 I 28 19 11 Maximum Dry Unit Weight: 96.0 pcflOptimum Moisture Content: 22.4 % : 108 I I\, i
\. I 103 \. ! I , '\ 98 , \. .'sil j \. , 1; . I '\. /'zw" 93 I ./, , Q 􀁾􀀠 I '\. !.. c [\. "1 ss : , , '\ "I '\. 􀁾􀀠 83 I I , I 78 􀁾 I /'" l'. 'A•. 10.0 15,0 20,0 25,0 3•0,0 􀀳􀁾􀁡􀁴􀁥􀁲􀁩􀁡􀁬􀁳�
�_wv.' MOISTURE CONTENT (%'l3yweightl MAS -TEK EnglneeringAssoc., Inc. 
CONCRETE CYLINDER TEST REPORT Project Name Realty Road Addison, TX Subcontract Number Report Number 02-00384 Client Name/Address TX Sterling Construction Contact Car] Wall , Ft Worth,
TX Mas-Tel!. 􀁐􀁲􀀧􀀡􀁩􀁾􀁲􀀮􀀺􀁵􀁭􀁢􀁥􀁲􀀠 -2 -a Sample 􀁃􀁯􀁾􀁾􀁾􀁾􀁴􀁥􀀠 Report Date 6-6-02 Revised 6-24-02 '-ODerete ",uppuer Field Technician LMC Steve Stewart 􀁾􀀭􀁾􀁾􀁭􀀺􀁬􀁾􀀿􀁲􀁾􀁬􀀠
Plant 􀁩􀁦􀀧􀀭􀁾􀀭􀀭 -3 􀁔􀀱􀁬􀁜􀁾􀁾􀁎􀁯􀀮􀀠 􀁔􀁾􀁬􀀧􀁦􀁳􀁛􀀡􀁾 􀁔􀁾􀁯􀁾􀁪􀁆􀁬􀁥􀁤􀀠 􀁔􀁷􀀻. 􀀧0􀁦 􀀬.􀁡.􀁾􀁥 􀁤 Mid.D. 􀁣􀀧􀁾􀁗􀁥􀁾􀁾􀁭􀁰􀀮􀀠 􀁁􀁩􀁲􀁾􀁭􀁰􀁟74 egrees Wt!laotubdeyr 􀀮􀁦􀁾􀁊0􀀱0􀁴
􀁩􀁯􀁮􀁳 Materials Cement Coane Aggregate Intermediate Aggregate Fme Aggregate Admlxture Entrained Air Water Added? Yes orNo No Quantity ofadded water N/A Comments Curing Method: Lime
Diameter: 6.00" Cross-Sectional Test Method: Lab. Technician Saturated Curing Tank Lengtb: 12.00" Area: 72.00 Sq. in ASTMC-39 Spedmen Age Date i Slump Total Load 􀁾􀁯􀀮􀀠 (days) Tested
Cmcbes) (Ibs) 7149 a 7 5-30 4.25" 82,615 b 7 5-30 107,991 c 28 6-20 120,957 d 2& , 6-20 125,630 􀁾􀁾􀁾􀀧􀁦􀀧􀀢􀀠 I Area of Std. 28.27 .. .. .. .. .. .. .. ! .. .... .. i .. I .. Reviewed
By: Compressive Specified Strengtb Strengtb (psi) (PSi) 2920 3600 3820 [ 4280 4440 ': 􀁓􀁴􀁥􀁐􀁨􀁥􀁮􀁍􀁡􀁾􀀠 MAS-TEK Engineering & Assoc., Inc Materials Coordln .r;' 2550 Becldeymeade,
Suite lOS, DalWi, Texas 75237 (Pb) 9721709-7384 (fax) 972-709-7385 
CONCRETE CYLINDER TEST REPORT Project Name Realtr Road Addison, IX 􀀭􀀭􀀭􀀭􀁾􀁾􀀠 Subcontract Number .... Report NQlJlber 02-00370 ClJentNamelAdd..... IX Sterling Construction Contact
Carl Wall Ft. Worth, IX 􀁍􀁡􀁳􀀭􀁔􀁥􀁫􀁾􀁾􀁲􀀮􀁾􀁥􀁲􀀠 Sample 􀁃􀁯􀁾􀁥􀁣􀀸􀀿􀀦􀁄􀁡􀁴􀁥 Report Date 5-31-02 Revised 6-24-02 . -2 • (;oncrete !Supplier Field Technician LMe Steve Stewart
􀀢􀁦􀀡􀁲􀁾􀁧􀁾􀁊􀁬􀁾􀀸􀁾􀀠 􀁾􀀭 􀂷􀁰􀁩􀁬􀁩􀁩􀁲􀁴􀀣􀀮􀁾􀀧􀂷􀂷􀀠 .,.􀁔􀀧􀁩􀀧􀀶􀁾􀁎􀁯􀀮􀀠 􀁔􀁾􀂥􀀬􀁦􀁬􀁾􀁾􀀧􀀠 􀁔􀁾􀀲􀁭􀁬􀁥􀁤􀀠 􀁔􀁩􀁭􀁥􀁾􀁾􀁥􀁤 MixI.». 3:38 􀁃􀁧􀁾􀀧􀁗􀁥􀁾􀁾􀁭􀁰􀀮􀀠 􀁁􀁾􀁉􀀨􀀻􀁾􀁗􀁏􀁏�
�􀀠 􀁗􀁾􀁊􀁾􀁲􀁦􀂧􀀽􀁯􀁮􀁳 Materials Cement Coarse Aggregate Intermediate Aggregate Fille Aggregate Admixture Entrailled Air Water Added? Yes orNo Yes Quantity ofadded water 15 Gallons
Comments Curing Mcthod: Lime Diameter: 6.00" C ...... -Sectional Test Method: Lab. Technician SalNrated Curing Tank Length: 12.00" ,Area: 72.00 Sq. in ASTMC-39 Specimen Age Date Slump
Total I,oad No. (days) Tested (inches) (lbs) 7135 a 7 5-27 3" 91,721 b 7 5-27 96,001 c 28 6-17 119,449 d 28 6-17 123,738 􀁾􀀠 􀀩􀀮􀁾􀀣􀀭 Area of ! Compressive Specified Strength Std.
! Strength (PSi) (PSi) 28.27 3240 3600 .. 3400 .. , 4230 .". -4380 .. .. .. " " .". .". , Reviewed By: 􀀭􀀭􀀭􀀭􀁾􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭 MAS-TEK Engineering & Assoc., Inc 2550
Becldeymeade, Suite 105, Dallas, Texas 75237 (Ph) 972n09-7384 (fax) 972-709-7385 
CONCRETE CYLINDER TEST REPORT Project Name Realty Road Addison, TX Subcontract Number Report Number 02-00365 Clieot Name/Address IX Sterling Sterling Contact Carl Wall Ft Worth, TX Mas-Tel<
􀁐􀁾􀁾􀁲􀀺􀁭􀁢􀁥􀁲􀀠 Sample CoHection Date .-." 5-15-O21!) Report Date . 5-28-02 RevJsed 6-19-02 \.:oncrete :;uppner Field Technician LMC Steve Stewart 􀁾􀁾􀁾􀁗􀁍􀀸􀁾􀁾􀀺􀁑􀀻􀁴􀀸􀀹􀁊􀁍􀁾􀁬􀀺􀀱􀁾􀁾􀀠
. -P1ant # 􀁔􀁾􀀥􀁫􀁖􀁯􀀮􀀠 11fl'fU1?i 􀁔􀁾􀁏􀁾􀁬􀁥􀁤􀀠 Tf:'JO,,1,ted' Mix I,)). 􀁃􀁧􀁾􀁇􀀨􀁉􀀧􀁴􀁥􀀠Temp. Air9-=· 79 ees 􀁗􀀽􀀻􀁾􀁾􀁾􀁯􀁮􀁳􀀠 Materials Cement Coarse Aggregate Intermediate
Aggregate Fuie Aggregate Admixture Entrained Air Water Added? Yes orNo No Quantity ofadded water N/A Comments Curing Method, Lime Diameter. 6.00" Cross-Sectional Test Method, Lab. Technician
, Saturated Curing Tank Length, 12.00" Area: 72.00 Sq. in ASTMC-39 Specimen Age Date Slump Total!Aad No. (days) Tested (inches) (lbs) 7130 a 7 5-22 6" 91,495 b 7 5-22 lOO,Q35 c 28 6-12
Ill,485 d 28 6-12 127,310 􀁾􀀠 .􀁾􀀧􀀢􀀮􀀬􀁾􀀬􀀬􀀧􀀺􀀢􀀧􀀮􀀠 Area of Compressive Specified Strength Std. Strength (psi) (PSi) 28.27 3240 3600 .. 3540 .. , 3940 .. .. • 4500 .. .. ..
.. " .". .. .. Revi.".d By. Ron Pleasant. eM I 􀁍􀁡􀁮􀁡􀁧􀁥􀀻􀀲􀁾 MAS--TEKEngineering & AssO(:., Inc 2550 Beckleymeade, Suite 105, DaHas, Texas 75237 (Ph) 972f109-7384 (fax) 972-709-7385

· . CONCRETE CYLINDER TEST REPORT Project Name Realty Road Addison, TX Subcontract Number Report Number 02-00373 Client Name/Address TX Sterling Construction Contact Carl Wall Ft Worth,
TX MaJ-Tek ProJectr -;umber Sample 􀁃􀁯􀁾􀁾􀁾􀁡􀁴􀁥􀀠 Report Date -02 -a 􀂷􀀲􀀧􀁾, 􀀠 6-5-02 Revised 6-24-02 􀁾􀁯􀁮􀁣􀁲􀁥􀁾􀁾􀁵􀁰􀁐􀁢􀁥􀁲􀀠 Field Technician LCM Rick Hayes 􀁓􀁦􀀬􀁾􀁜􀁥􀁾􀁯􀁾􀀭􀁾􀁾􀀠
!dt ' 􀁾􀁾􀁴􀁬􀁬􀁾􀁾􀀺􀀻􀁾􀀮􀀿􀁴􀁾􀁅􀁷􀀮􀀺􀁾􀁓􀁪􀀠􀁾􀁾􀁾􀁾􀁫􀁎􀁏􀀧􀀠 Tlcr,et61,0. 3 45 7 􀁔􀁾􀁏􀁾􀀢􀁽􀀿􀁬􀁥􀁤􀀠 􀁔􀁾􀁊􀁬􀀬􀁾􀀮􀁤 MixLD. 􀁃􀁾􀁾􀀧􀁩􀀵􀀢􀁾􀁭􀁰􀀮􀀠 􀁁􀁬􀁲􀀷􀀧􀁉􀁊􀁾􀁥􀁥􀁳􀀠
WC'if Conditions Materials Cement Coarse Aggregate Intermediate Aggregate Fine Aggregate Admisture Entrained Air Water Added? Yes or No Yes added water 10 Gallons Comments Curing Method:
Lime Saturated Curing Tank Diameter: 6.00" Lengtb: 12.00" Cross-Sectional Area: 7200 Sq. in Test Method: ASTMC-39 Lab. Technician specimen! Age No. (days) Date Tested Slump (inches)
TotalJ,Gad (Ibs) Area of Std. Compressive Strength (psi) Specified Strength (psi) 7138 a 7 5-29 3.25" 95,910 28.27 3390 3600 b 7 5·29 103,755 .. 3670 c 28 6·19 120,862 .. r 4280 d 28
6·19 117,700 .. .. 4160 􀁾􀀠 .. .". .. 􀀽􀀧􀀢􀁣􀀮􀀿􀀣􀁾􀀠 .. .. .". .. I .. Reviewed 􀁂􀁙􀀺􀀭􀁾􀁓􀀢􀀢􀁴􀁥􀁾􀁰􀁉􀁾􀁨􀁥􀀺􀁭􀁮􀀭􀁁􀁍􀁉􀁉􀁑􀁾􀁻􀁵􀀧􀁉􀁉􀀧􀁢􀀭􀀮􀀠.. MAS-TEK Engineering &
Assoc., Inc 2550 Beckleymeade, Suite 105, Dallas, Texas 75237 Materials Coordlnaror ! (Ph) 972n09-7384 (fa:»972·709·7385 
CONCRETE CYLINDER TEST REPORT Project Name Realty Road Addison, TX Subcontract Number Report Number 02-00430 ClientNameJAddre.s TXSterlingConstroction Contact Carl Wall Ft Worth, TX
􀁍􀁡􀁳􀀭􀁔􀁥􀁫􀁐􀁲􀁯􀁊􀀮􀀧􀁬􀁬􀀧􀁾􀁲􀀭􀁾􀁭􀁢􀁥􀁲􀀠 Sample 􀁃􀁯􀁮􀁾􀁾􀀸􀁾􀁦􀁡􀁴􀁥􀀠 ReportDate 6-19-02 (;oncrete :Supplier Field Technician LMC Antwune Jenkins Coarse Aggregate Intermediate
Aggregate Admixture Entrained Air Specimen No. Material. Cement Fine Aggregate Water Added? Yes orNo No Comments Curing Method: Lime . Diameter: 6.00" Somrated Curing Tank Length: 12.00"
Age Date (days) Tested 7195 a 7 6·11 b 7 6-11 c 28 7-2 d 28 7-2 .; :'":."?./i· . . Slump (inches) 5.5" i . . , TotatLoad Qbs) Quantity ofadded water Cross-Sectional Area: 72.00 Sq. in
87,425 100,180 28.27 n Area of Std. N/A Te.tMethod: ASTMC-39 .. .". .. .. .. .. , . .... .. " " t• Compressive Strength (psi) Lab. Teehnician 3090 3540 Specified Strength (psi) 3600
Ron Pleasam: ReVIewed By: eM I Manage! \<P MAS-TEK Engineering & Assoc., Inc 2550 Becldeymeade, Snite 105, Dallas, Texas 75237 (Ph) 972n09-7384 (fax) 972·709-7385 
FIELD COMP ACITON TEST Project Name Realty Road Client Name/Add ....s Texas Sterling Subcontract Number Addison, Texas IClient Contact , Carl Wall IReport Number 02-01422 Mas-Tek No.
9-028-a ITe.tDate 6-17-02 Test Procedure ASTM 2922,3017 Report Date 7-5-02 Technician Stephen Mason Test I I No. ! Sample Description i CorveNo. Unit Dry Weight Maximu i Field Moisture
Content Optimum Field Comments (see below) 1 Tan Clay 102.0 i 97.1 20.5 19.3 95%,1 2 " " 102.0 98.0 20.5 20.4 96%,1 3 , , I 102.0 100.7 20.5 22.9 99%,1 4 , " I 102.0 104.7 20.5 18.5
100+"10,1 i i ! , i I , i Test I No. ;Test Location I Remarks 1 Box Culvert 1st lift Station # 22 +00 Northwest 2 Box Culvert I 5t lift Station # 22 +00 Southeast 3 Box Culvert Ist lift
Station # 22 +00 Northeast 4 Box Culvert 1st lift Station # 22 +00 Southwest , -: -I Comments: I. Unit Dry Weight and Moisture Content 'comply with specification 2. Unit Dry Weight does
not comply with specification 3. Moisture Content does no! comply with specification 4. Retest 5. Approved By Others. -jK.......-...... ..-._MAS-TEK Engineering & Assoc., Inc. Reviewed
By: , Stephen 􀁍􀁡􀁾 2550 Beckleymeade, Suite 105, Dallas, TX 75237 Materials Cooraiffiifur (ph) 9721709-7384 (fax) 9721709-7385 
Field Gradation of Pulverized lime Stablized Soli Mixture Project Name: Realty Road Addison, Texas Project Number: 02-02004 Date: 6-14-02 Soil Description: 􀀻􀀻􀁾􀁔􀁾􀁡􀁮􀁾􀀧􀀽􀁌􀀺􀀺􀁍􀁾􀁔􀁒􀁄􀀽􀁾􀁾�
�􀁾􀀻􀀽􀀮􀁾􀀽􀀻􀀽􀀽􀀺􀀺􀀺􀀺􀀻􀀽􀀽􀀽􀀽􀀺􀀺􀀺􀀽􀀽􀀽􀀽􀀽____________________ " ---" --------.---Snmple No, Sample Wt. 􀁗􀁾􀀠 􀁾􀀱􀁴􀀺􀁬􀁵􀁬􀁮􀁥􀁤􀀠 % Passing WI. 0/0 Retained . %Pas:!ilng
N.T.C.O.G. Specs. n",u1u RetaJnedon .' on -3/4" 1-,3/4" Retalneilon onli4 Sieve 114 SJel'e 100% 60% PossIFail 1-,3/4 Sieve Sine #4 Sieve P..,lng r."lng ;o SIeve 1-3/4" #4 Sieve f-􀀼􀁾􀀮􀀠
SIeve ---1 Sibs. P 0 100% 1.6 32 68 Yes Yes Pass . 2 I-3 --------4 -5 6 '---7 8 'siim;it. No. Location 4 Station # 14 +50 Realty Road 2 ....... 3 _4 5 , -6 -7 ----. 8 '---. Mas-Tek Engineering
& Assoc., Inc. Reviewed By: 􀁓􀁴􀁾􀁰􀁨􀁥􀁮􀀠􀁾􀁾􀀠 Materials Coo 
Field Gradation of Pulverized lime Stabllzed Soil Mixture Project Name: Realty Road Addison, Texas Project Number: 02-02008 Date: 6-28-02 Soil Description: Dark Tan,LMTRD r -----􀀭􀀭􀁾􀀭􀀭􀀭
􀀭􀁾􀁾􀀭􀀭 .---SanlpJe N.o. SatupleWt. WI. %Retained % Passing Wt. % RetaIned %Pwlng N.T.C.O.G. Spees. Reoult. Retained on 􀂷􀀭􀁾􀀮􀀮􀁊􀀯􀀴􀀢􀀠 􀀱􀁾􀁬􀀯􀀴􀀱􀀱􀀠 Retalnedon O'n #4 Steve
#14 Sieve 100% 60% PanlFaU 1-314 SIeve Sieve #4 Sieve P""lng Passing: Steve 􀀱􀁾􀀳􀀱􀀴􀀢􀀠 #4 Sieve 􀁾.. ," Steve .-----7· 1 Sibs. Q 0 100"10 2.0 40% 60% Yes Yes Pass f----2 Sibs. 0
0 100% 2.0 40% 60% Yes Yes Pass 3 Sibs. 0 0 100% 1.6 32% 68% Yes Yes Pass .--.--4 -5 --6 -.--t -8 Sample No. Location 1 Really Road Westbound Station 1131 + SO 2 Realty Road Westbound
Station II 3"'+-56 3 Really Road Eastbound Station 30 +00 4 5 6 7 8 􀀭􀁾􀀠....... _-Mas-Tek Engineering & Assoc., Inc. Reviewed By: Stephen 􀁍􀁡􀁳􀁾􀀠 􀁍􀀺􀀺􀁜􀁴􀁐􀀮􀁲􀁩􀁒􀁉􀁾􀀠Coord'
or 
FIELD COMPACTION TEST Project Name Realty Road Addison, Texas Client NamoJAddre ••. IClient Contact Texas Sterling , Carl Wall I Subcontract Number iReport Number 02-01429 Mas-TekNo.
9-028-a ITest Date 6-28-02 Report Date 7-5-02 TestProcedure ASTM2922,3017 TechDician Stephen Mason Test Sample Description Curve No. Unit Dry Weight MoistureContent CODlIDents No. Maximu
Field Optimum Field (see below) 1 Dark Tan,LMTRD 96.0 94.3 22.4 22.7 98%,1 2 , " 96.0 94.7 22.4 21.6 98%,1 3 , , 96.0 98.1 22.4 19.5 100%,1 i , Test I. . No. i Test Location I Remarks
. I ! Realty Road Sta# 30 + 00 Westbound 2 Realty Road Sta# 31 +50 Westbound 3 Realty Road Sta# 33 + 00 Westbound 􀁾􀀠 : -; Comments: I. Unit Dry Weight and MoistuJ:e Content comply
with specification 2. Unit Dry Weight does not comply with specification 3. MoisWre Content does not comply with specification 4. Retest 5. Approved By Others. MAS-TEK Engineering &
As!Joc., fnc. Reviewed By: ___􀁾􀁾􀁾􀁭􀀮􀁍􀁲􀁵􀁬􀁾􀁾􀀠 2550 Beckfeymeade, Suite 105, Dallas, TX 75237 (ph) 9721709-7384 (tax) 9721709-7385 Materials 
CONCRETE CYLINDER TEST REPORT Project Name Realty Road Addison, IX Subcontract Number Report Number 02.00468 Client Name/Addre .. IX Sterling Construction ! Contact Carl Wall Ft Worth,
IX 􀁍􀁡􀁳􀀭􀁔􀁥􀁫􀁐􀁲􀁾􀁴􀁩􀀮􀁺􀁕􀁾􀀺􀁭􀁢􀁥􀁲􀀠 Sample 􀁣􀁯􀁮􀀺􀀻􀁾􀀳􀁾 Date ReportDate 6-21-02 t;oncrete :suppuer Field Technician . LMC Rick Hayes 􀁾o􀁭 􀁾e􀁥n 􀁾0 􀁯n 􀁾e, top ofculvert
'1ant # 􀁔􀀧􀁩􀀧􀁏􀁾􀁎􀁯􀀮􀀠 􀁔􀀧􀁉􀀧􀁭􀁬􀀧􀁬􀁾􀀠 􀁔􀁩􀁭􀁥􀁾􀁩􀀿􀁬􀁥􀁤 4:20 . T!f:.'J2e 􀀬 􀀬.􀁾.􀁥 􀁤􀀠. MaLD. 􀁃􀁾􀁧􀁗􀁥􀁾􀁾􀁭􀁰􀀮􀀠 􀁁􀁩􀁊􀁩􀀱􀀵􀁥􀁾􀀠 􀁗􀁥􀁡􀁴􀁾􀀺􀁲 Conditions Sunn
Materials Cement Coarse Aggregate ! Intermediate Aggregate Fme Aggregate Admixture Entrained Air Water Added? Yes orNo No Quantity ofadded water N/A' Comments Curing Metbod: Lime Diameter:
6.00" Cross-Sectional ITest Method: Lab. Tecbnician Saturated Curing Tank Area: 71.00 Sq. in :ASTMC-39 Specimen! No. 7233 a b c d i Age (days) 7 7 14 14 􀁾􀀠 Lengtb: 12.00" Date Slump
Tested (incbes) 6·14 4' 6-14 6·21 6-21 􀀢􀀬􀀢􀀬􀀮􀁾􀀣􀀮􀀠 , Total Load (Ibs) 98,630 100,701 i Area of Compressive Specified Strength Std. Strengtb (psi) (psi) 28.27 3490 3600 " 3560
" f " , .. " " " ! " " " " " ! " Reviewed By: Materials 􀁃􀁯􀁯􀁲􀁤􀁩􀁾 .•, Stephen Mason MAS-TEK Engineering & Assoc., Inc 2550 BecldeJmeade, Suite 105, Dallas, Texas 75237 (Ph) 9721709-7384
(fax) 972-709-7385 
CONCRETE CYLINDER TEST REPORTProject Name Realty Road Addison. TX Subcontract Number Report Number 02-00409 C1iebt Name/Address TX Sterling Construction Contact Carl Wan Ft Worth, TX Mas-TekP"'!ject􀁾􀁵􀁭􀁢􀁣􀁲􀀠
Sample 􀁃􀁯􀁬􀀡􀁾􀁬􀀿􀀸􀁦􀁡􀁴􀁥􀀠 -02 a Report Date 07-02-02 Loncrete ::;uppuer Field Technician !MC Antwune Jenkins 􀁓􀁥􀀦􀁾􀁬e􀀮rt􀁾􀁡􀁴S􀁩ta􀀰, 􀀡􀀧􀁮 +1Ox7x2 Realty Road PJant# T9!t'No.
􀁔􀁾􀁦􀁦􀁾􀁾􀁩􀁦􀀠 􀁔􀀡􀁲􀀡􀀵􀁾􀁦􀁦􀁬􀁥􀁤􀀠 􀁙􀁾􀁏􀀬􀀬􀁾􀁊􀁴􀁥􀁤􀀠 MixLD. L_ 􀁃􀁾􀀸􀁗􀁥􀁾􀁭􀁰􀀮􀀠 􀁾􀁯􀁾􀁊􀀧􀁥􀁥􀁳􀀠 􀁗􀁾􀁩􀁾&􀁾􀁤􀁩ot􀁴 􀁩􀁯􀁢􀁓' Materials Cement Coarse Aggregate Intermediate
Aggregate Fine Aggregate Admixture Entrained Air 􀀬􀁾􀀠 Water Added? Yes or No No Quantity ofadded water NIl.;. Comments Curing Method: Lime Saturated Curing Tank Diameter: 6.00" Length:
12.00" Cross-Sectional Area: 72.00 Sq. in Test Method: , Lab. Technician ASTMC-39 i Specimen No. Age (days) Date Tested Slump (inches) Total Load (lbs) Area of Std. Compressive i Specified
Strebgth Strength (psi) (psi) 7174 a 4 6-4 4.0n 81,710 28.27 2890 3600 b 4 6-4 89,995 .. 3180 c 7 6-7 101,335 " r d 7 6-7 103,294 " '. 3550 3650 e 2lo1i 6-21 120.520 " 4260 f 21' 6-21
119,694 " 4230 g 28 6-28 134,256 .. 4750 ,h 28 6-28 131,794 .. 4660 . .. . " ' " ".. .. " Re\iewed By: Ron Pleasant FlP MAS-TEK Engineering & Assoc., Inc CMT MQnager 2550 Beckleymeade,
Suite lOS, Dallas, Texas 75237 (ph) 9721709-7384 (fax) 972-709-7385 
CONCRETE CYLINDER TEST REPORT P 􀁲􀁾':􀁥f􀁡iN􀀱􀁹􀁃􀁡􀀠 Addison, Texas Subcontract Number Report Number 02-00598 Client Name/AddressTexas Sterling Contact Carl Wall 􀁾􀁾􀁩􀁊􀀺􀀺 Project
Number Sample 􀁃􀀥􀁾􀁴􀁩􀁯􀁮 Date Report Date 7 8 6-2 --02 ....oncrete "uppuer Field i1Sechnician LMC Steve tewart 􀁾􀁾􀁬􀀱􀀱􀀮􀁧􀁾􀀮􀁦􀁴􀁾􀀥􀁮􀀠 Plant 􀁔􀀧􀁩􀀧􀀶􀁾􀁩􀁎􀁯􀀮􀀠 􀁔􀁾􀁬􀀧􀁦􀁬􀁾􀁾􀀠
􀁾􀁓􀁡􀁭􀁰􀁬􀁥􀁤􀀠 TmBatched MixLD. : 8 p.1IL : p.1IL 􀁃􀁾􀁮􀀧􀁦􀁥􀁩􀁴􀁥 Temp. Alr3􀀢􀁬􀁤􀁾􀀧􀁗􀀮􀀻􀀬 I 􀁗􀁬􀁾􀁩􀁲 Conditions 1 egree Materials Cement Coarse Aggregate Intermediate Aggregate
Fine Aggregate Admixture Entrained Air Water Added? Yes or No Quantity of added water 15 gallon Cominents Curing Method: Test Method: Lab. Technician lime Saturl1ted Curing Tank Specimen
Age I Date ASTMC-39 Slump Total Load Area ofStd. Compressive Specified Strength No. (days) . Tested (inches) (lb.) CyL (sq. in.) Strength (psi) (psi) 1362. 7 7-11 31/4" 109,095 28.27
3860 3600 7362b 1 1-11 111,211 " 3930 1362c 7362d 28 28 7-22 7-22 I .. .. f• .,; . " n " " " .• 􀁾􀀱􀀠 .. i ! " I " . . ! " I I .. Stephen 􀁍􀁡􀁳􀁾􀀠 Materials Coordn18or Reviewed By:
MAS-TEK Engineering & Assoc., Inc 2550 Beckleymeade, Suite 105, DaHaS, Texas 75237 (Ph) 972n09-7384 (fax) 972-709-7385 
Field Gradation of Pulverized lime Stablized 5011 Mixture Project Name: Realty Road Addison, TX Project Number: 9-028-a Date: 6·17-02 Soil Description' Medium Tan LMTRD Report Number'
02-02000 --􀁾􀀭􀁾􀁾􀀠 rSruup1e No. Srunple Wt. WL % RefaJntd. oAt Passing WL % Retained % PnsaJng N,T.C.O.G. Spets. Results Ret.a1.n.cd on ·'....1-314" 1-3/4" Ret.bred on on #4 Sleve
#4 Sieve 100% 60% PassIFoll 1-314 Steve Steve #4SJeve. I'os,lng P""lng SIeve 1..Jf4" 114 Sieve 􀁬􀀮􀁾􀀧􀀠 Sieve ,... <: 1 51bs 0 0 100% 1.8 36 64 Yes Yes Pass . --2 51bs 0 0 100"10 1.6
32 68 Yes Yes Pass 3 51bs 0 0 100% J.4 28 72 Yes Yes Pass ----4 51bs 0 0 100% 1.6 32 68 Yes Yes Pass 5 5lbs, 0 0 100% 1.8 36 64 Yes Yes Pass 􀀭􀁾􀁾􀀭 -,-,---Sump/.No. Location 1 Realty
Road St•. 14+50 1--2 Really Road St•. 17+00 ..... 3 Really Road Sta. 20+00 4 Realty Road Sta. 23+00 􀁾􀀠Realty Road 51•. 25+00 Mas·Tek Engilleel'ing & Assoc., Inc. Reviewed By: 􀀡􀁾􀁾􀁾􀀡􀁥􀁡􀁾􀁡􀁮􀁴
􀁟􀁾
MOISTURE/UNtT DRY WEIGHT TEST REPORT PrOfect Name: Realty Road Addison, TX Client Name/Address: TX Sterling Construction Client Contact: Carl Wall Grana Prairie, TX Subcontract Number.
Proiect Number: Mas-Tek Project No: 9-028-a ISample Collection Date: 6/14/02 Report Date: 6/20/02 Sample Source: Site Soil Compaction C,-!rve No.: Sample Description: Tan LMTRD Sieve
Data: USCS Classification: None ASTM 0-2487 Test Procedure: Standard. ASTM 0-698 Method A Technician: Prep. Method: Dry !Rammer: Manual Specific Gravitv Gs =2.65 (estimated) Liquid Limit
Plastic Limit . Plasticitv Index % -#200 ! 27 19 8 Maximum Dry Unit Weight: 96.0 pef Optimum Moisture Content: 22.4 % lOS I I , I ! I I I\, I\, . 103 I \. . I , I I \. . I \. 98 I .
1\ I I . ."s". \. \. I 􀁾􀀠 . I I\. :;,..' (z/) /' I w 93 r\ '1\ Q , 􀁾􀀠 ".. Q . .. \. "88 "-, . "./" . ! .... 83 I I I I i I ..... ! I ..... I 78 , , ..... I I 10.0 15.0 20.0 25.0
30.0 35.0 40.0 45.0 I MOISTURE CONTENT t% By weight) ..., I • lI. 'r 111;;11 􀀧􀁾􀀠rv__) MAS -TEK 􀁅􀁮􀁍􀁍􀁾􀁕􀁗􀁩􀁾􀂧􀁳􀁾􀀱􀁐􀀹􀁊􀁐􀀮􀁩􀁮􀁡􀁴􀁏􀁦􀁪􀁾 9 9 
MOISTURE/UNIT DRY WEIGHT TEST REPORT Proiect Name: Realty Road Addison, TX Client Name/Address: TX Sterling Construction Client Contact: Carl Wall Grand Prairie, TX Subcontract Number:
Proiect Number: Mas-Tek Project No: 9-028-a Sample Collection Date: 7/8/02 Report Date: 7/10/20 Sample Source: Site Soil Compaction Curve No.: Sample Description: Tan CI LMTRD Sieve
Data: USCS Classification: None ASTM 1J.2487 Test Procedure: Standard ASTM D-698, Method A Technician: Prep. Method: Qry Rammer: Manual Specific Gravitv Gs =2.65 (estimated) liquid Limit
Plastic Limit Plasticity Index %-#200 30 19 11 : , ! Maximum Drv Unit Weiaht: 94.2 pcf Optimum Moisture Content: 24.4 %1 􀀮􀁾􀀠 10S I I 1 ! \. I I I ,'\ . 103 !'\ ! "i' : \.. , I ! \.
i . , 98 \. 1 ."us" , , "\ I 􀁾􀀠 ...... \. :,." en I I' , /1 '" 93 LU I \. "' , 0 i\: i I "\. ... ,0 .. '\ \. I .. I \ as I' I I '\. I I \ '\. I \ , \. . 􀁾􀀺􀁊􀀻􀀢􀀠 . . I ... 83 I
I I i : I 1 ! I! I ! '" i 76 I I I I I I I "'\i I 10,0 15.0 20.0 25,0 30,0 35.0 40.0 45,0 MOISTURE CONTENT (% By weight) 􀁬􀁾􀁬􀁾􀁮􀀠􀁍􀁡􀁳􀁯􀁾􀀩􀀠 Maten.a• ls COO raU􀀻􀁖i􀁾 r MAS •TEK
Engineering Assoc., Inc. 
MOISTURE/UNtT DRY WEIGHT TEST REPORT Project Name: Realty-Road Addison, TX Client Name/Address: TX Sterling Construction Client Contact: Carl Wall Grand Prairie, TX , Subcontract Number:
Project Number: Mas-Tek Project No: 9-028-a JSamole Collection Date: 6/14/02 Report Date: 6/20102 Sample Source: Site Soil Compaction Curve No.: ,Sample Description: Lt.Tan LMTRD Sieve
Data: USCS ClaSSification: None ASTM 0-2487 Test Procedure: Standard, ASTM D-698, Method A Technician: ! Prep. Method: Drv Rammer: Manual Specific Gravity Gs =2.65 (estimated) Liquid
Limit Plastic Limit Plasticity Index %-#200 25 11 14 Maximum Drv Unit Weight 104.6 pcflOptimum Moisture Content 17.0 % 109 I I , i i I ! \ , , I I , , , i :\ ! I , I ri\ 1ero 􀁾􀀠010
me 104 j I I I I I 􀁾􀀧 j i I I ,\ \. i ! I I 􀁾􀀠 I , , , 􀀧􀁾 "" I -􀁾􀀠 I \ I 􀁾􀀠 i I J I '" 99 I :.: , w I I I I I \ i , Q >II: i i I t \ Q 􀁾􀀠 -i , i ! \i i I 1\ 94 I , i _i .-􀀧􀀷􀀻􀁾􀁾􀀧􀀠
.. i i i\ i 1 i I \ I , I I i 􀁓􀁕􀁾􀁰􀁴􀀠e rv aE 􀁑􀁢􀁾􀀡􀀩 I I i I I .' 􀁉􀁉􀁓􀀮􀁃􀁏􀀨􀁾 6S 0.0 5.0 10.0 15.0 20.0 25.0 30.0 . MOISTURE CONTENT (% By weight) .' I MAS·TEK Engineering
Assoc., Inc. 
CONCRETE CYLINDER TEST REPORT Project Name RealtyRoad Addison, tx Subcontract Number I Report Number 02-00576 Client Name/Address TX Sterling Construction : Contact Carl Wall Ft. Worth,
TX Mas-Tek 􀁐􀁲􀁯􀁊􀁾􀁩􀁲􀀡􀀬􀁭􀁢􀁥􀁲􀀠 Sample 􀁃􀁯􀀸􀁾􀀿􀁊􀁦􀁡􀁴􀁥􀀠 Report Date 07-02-02 l:oncrete l>uppUer Field Technician LMC RickHaye \f.rer;:W.£'lYand Marsh p'},nt # TfJ3tNo•
􀁔􀁾􀁦􀁦􀁭􀀧􀂧􀀠 Time Sampled 2:15 nee Batched :39 Mid.D. 􀁃􀂧􀀸􀁾􀁲􀁥􀁴􀁥􀀠Temp. AiJolemp. 􀁗􀁴􀁾􀁥􀁲 Conditions Materials Cement Coarse Aggregate Intermediate Aggregate Fine Aggregate
Admnture 􀁅􀀴􀁾􀀱􀁲􀁾􀁮􀁥􀁤􀀠Air Water Added? Yes orNo No Quantity ofadded water N/A. Comments Curing Method: Lime Diameter: 6.00" Cross-Sectional Test Method, i Lab. Technician Sautraiea
Curing Tank Length: 12.00" Area: 71.00 Sq. in ASTMC-39 I Specimen Age I Date I Slump Total Load No. (days) : Tested i (lnches) (Ibs) I : 7340 a 7 7-2 4.0 88,640 7340 b 7 7-2 98,525 c
28 7-23 d 28. . 7-23 I 􀀧􀀬􀁾􀁾􀀮􀀠 Area of Std. 211.27 .. .. .. .. .. .". .. .. .. .". .. Reviewed By: Compressive Specified Strength Strength (psi) (psi) 3130 3600 .,. 3480 Ron 􀁐􀁬􀁥􀁡􀁳􀁡􀁮􀁦􀁾􀀠
MAS-TEK Engineering & Assoc., Inc 􀁃􀁍􀁔􀁍􀁡􀁮􀁾􀁥􀁲􀀠 2550 Beckleymeade, Suite 105, Dallas, Texas 75237 (Ph) 9721709-7384 (fax) 972-709-7385 
CONCRETE CYLINDER TEST REPORT Project Name Realty Road Addison, TX Subcontract Number Report Number O2..(J()S17 Oient Na.me/Address TX Sterling Construction Contact CarIW.U I Ft Worth,
TX Mas-TekP"!iectr.;umber 􀁾􀀲􀀠-. Sample 􀁃􀁯􀁎􀁲􀀭􀁲􀀵􀁾􀁾􀀧􀁰􀁡􀁴􀁥􀀠 Report Date 07-02-02 ,-onerete "uppner Field Technician LMC Rick Haye Sample Locatio\ Pavmg -Realty d-@I st Drive
way@St.. 13 +00 Plant # TV!%kNo. Tick"trs"" 7 7117 52 TT:le Sampled :45 􀁔􀁾􀁥􀁂􀁡􀁴􀁣􀁨􀁥􀁤 :22 MJiLD. CY9£rete Temp. Aifglemp• Wc:!/'';:er Conditions Materials Cement Coarse Aggregate
Intermediate Aggregate Fine Aggregate Admixture Entr.;v.ned Air 4.9 0 Water Added? Yes or No No Quantity of added water N/A -Comments Curing Method: Lime Diameter: 6.00" Cross-Sectional
Test Method: I Lab. Technician Saturated Curing Tank Length: 11.00" Area: 72.00 Sq. in ASTMC-39 , Specimen Age Date Slump Total Load Arnaof Compressive Specified Strength No. (days)
Tested (mches) (lbs) Std-Strength (psi) , (psi) 734-1 a 7 7-2 4.0 95,790 28.27 3380 3600 b 7 7-2 2 106,140 n 3750 c 28 7-23 .. , d 28 7-23 n • 4 " ; . n .". . . , "n .. : .". : I " Ron
Pleasant"¢f Reviewed By: eM I Manager . MAS-TEK Engineering & Assoc., Inc 2550 Becldeymeade, Suite 105, Dallas, Texas 75237 (Ph)9721709-7384 (fax) 972-709-7385 
CONCRETE CYLINDER TEST REPORT Project Name Realty Road Addison, TX Subcontract Number I Report Number 02"()0578 C6ent Name/Address TX Sterling Construction Contact Carl Wall Ft Worth,
TX , Mas-TekProJZir!""ber Sample 􀁃􀁯􀁬􀁬􀁥􀁣􀁴􀁾􀁾􀁰􀁡􀁴􀁥 Report Date 06-2 07-02-02 Loncrete lSuppner Field Tecbnician Rick Haye 􀁓􀁾􀁾􀁾􀁾􀁴􀁩􀁯􀁮􀀠 . LMC OC est ofBusmess Sf. P.Jant
# 􀁄􀁾􀁾􀁾No. 􀁔􀁾􀁬􀀧􀁦􀀱􀁾􀁾􀀠 Tir:'foSampled 􀁔􀁾􀀱􀀴􀁂􀁡􀁴􀁣􀁨􀁥􀁤 􀁾􀁌􀁄􀀮􀀠 􀁃􀁧􀁾􀁾􀁲􀁥􀁴􀁥 Temp. AJroTemp. Wer,tber Conditions Cear Materials Cement CoarseAggregate I Intermediate
Aggregate Fine Aggregate Water Added? Yes or No No Admixture Quantity ofadded water NlA i I 􀁾􀁮􀁾􀁲􀀮􀁬􀁬􀁩􀁮􀁥􀁤􀀠Air • *' Comments Curing Method: Lime •Diameter: 6.00" Cross-Sectional
, Test Method: Lab. Technician Saturated Curing Tank ILength: 12_00" Area: 72.00 Sq. in :ASTM C-39 Specimen r Age Date Slump Total Load No. (days) Tested (lncbes) : (los) , 7342 a 7
7-2 5.0 90,565 b 7 7-2 98,360 c 28 7-23 d 28 7-23 -"•" -. , , Area of Std. 28.27 .. .". .. " .". " .... .. " " Compressive Specified Strength Strength (psi) (psi) 3200 3600 3470 .I.
, Ron Pleasant 􀁾􀀠 CMT Manager Reviewed By: MAS-TEK Engineering & Assoc., Inc 2550 Becldeymeade, Suite 105, Dallas, Texas 75237 (Pb) 9721709-1384 (fax) 972-709-1385 
CONCRETE CYLINDER TEST REPORT Project Name Reilty Road Addison, TX Subcontract Number Report Nnmber 02-00588 Client Name/Address TX Sterling Construction Contact Carl Wall Ft Worth,
TX Mas-Tek 􀁐􀁲􀁯􀁊􀁾-0􀁩􀁦 􀀺􀁕-􀀵a􀀬 􀁵􀁭􀁢􀁥􀁲 Sample 􀁃􀁯􀁥􀁲􀀮􀁩􀁾􀁾􀁰􀁡􀁴􀁥􀀠 Report Date 07-02-02 l:oncrete :supplier Field Techuician LMC llickHaye 􀁾􀀮􀁦􀁴􀁬ty􀁥 􀁨􀀢􀀧􀁊􀁴􀁙􀁊u􀁮s􀀠m.
css SI. PJant# Trncl'2No. 10:4 􀁔􀁾􀀡􀀼􀁦􀁈􀁾􀀥􀀢􀀠 Time Sampled 7:59 Tifflf Batched 7: 5 􀁾􀁌4 􀁄• 􀁃􀂧􀁧􀁾􀁲􀁥􀁴􀁥 Temp. i Ar9l'emp• 􀁗􀁾􀁥􀁲 Conditions Materials Cement Coarse Aggregate
Intermediate Aggregate Fine Aggregate Admixture E,rtrained Air .9% Water Added? Yes orNo No Quantity of added ... ater N/A Comments Curing Method: Lime Diameter: 6.00" Cross-Sectional
Test Method: Lab. Technician Saturated Curing Tank Length: 12.00" Area: 72.00 Sq. in ASTMC-39 Specimen Age Date Slump Total Load No. (days) Tested (mches) (Ib'.) 7352 a 7 7-2 5,0 88,990
b 7 7-2 93,045 c 28 7-23 d 28 7-23 ..; • . .. , , . , Area of r Compressive Specified Strength Std. : Strength (PSi) (psi) 28.27 " " n .. " It n n " n n n .. Reviewed By: 3140 3600 3290
..•.. , Ron Pleasant« MAS-TEK Engineering & Assoc., Inc CMT Manager 2550 Beckleymeade, Suite lOS, Dallas, Texas 752Y7 (Ph) 9721709-7384 (fax) 972-709-7385 
FIELD COMPACTION TEST Project Name Realty Road Client Naml:lAddress Texas Sterling Addison, Texas IClient Contact Carl Wall Subcontract Number Mas-Tek No. 9-028-. Test Procedure ASTM
2922,3017 ITest Date 6-18-02 Report Number 02-01425 Report Date 7-8-02 Technician Rick Hayes : Test . Unit Dry Weight Moisture Cootent Comment. I No•. Sample Description Curve No_ I
Maximu Field Optimum I Field (see below) I Tan Clay 102.0 IOU 20.5 18.1 99%,1 2 .. " 102.0 101.6 20.5 19.9 100%,1 3 " " 102.0 102.0 20.5 18.9 100%,1 4 " " : 102.0 100.6 20.5 19.7 99%,1
, 5 " 102.0 103.3 20.5 18.5 100+"/0,1 , 6 " 102.0 100.2 20.5 18.2 9&.0%,1 Test No. I 2 3 4 5 6 ;Test Location f Remarks Westside -2' 10" from top box culvert south end Westside -2' 3"
from top box culvert north end Eastside -3' 5" from top box culvert north end Eastside -4' from top box culvert south end : Westside -I' 8" from top box culvert south end Westside -I'
6' form top box 'culvert north end t-􀁾􀀠 Comments: 1. Unit Dry Weight and Moisture Content comply with specification 2. Unit Dry Weight does not comply with specification 3. Moisture
Content does not comply with specification 4. Relest 5. Approved By Others. MAS-TEK Engineering & 􀁁􀁳􀁳􀁯􀁾􀀮􀀬􀀠Inc. Reviewed By: 􀁓􀁴􀁥􀀮􀁰􀁨􀁥􀁮􀁍􀁾 2550 8eckleymeade, Suite 105,
Dallas, TX 75237 (ph) 9721709-7384 (fax) 9721709-7385 Materials Coor 
selle pc-i.e€-' , WAil ;;t-Ip -􀁐􀁉􀁾􀀠 fJ4/,-'-"p PIC."":> 1"1> 8e fhVX!q) 􀁔􀁖􀁾 .... .9 I(vt\t:..i Z<Yll-" , -,r!I 􀀡􀀮􀁶􀁒􀁕􀁹􀁾􀀠 I ... 
TEXAS-STERUNG CONSTRUCTION, LP 29-MaY'{)21 JOB NO. T-0202 LETTER OF TRANSMITTAL 2100 N Hwy 360, Suite 106-A Grand Prairie, Texas 75050 Tel: 972-606-2733 ! ArrENTIOH: Mr. Luke A Jalibert/Project
Manager Fax: 972-606-2713 . Araphaho Road, Marsh Ln to Swveyor Blvd To: TOWN OF ADDISON 16801 Westgrove Drive Addison, Texas 75001-9010 ! WE ARE SENDING YOU [l ATTACHED 0 UNDER SEPARATE
COVER VlA ____THE FOLLOWING rrEMS o SHOP DRAWINGS o PRINTS 0 PlANS o SAMPLES 0 SPECIFICATIONS o COI'YOFAlETTER o CHANGE ORDER COPIES DATE J i ! i I NO. DESCRIPTION UPDATED SCHEDULE THESE
ARE TRANSMmED as checked belOW: o FOR APPROVAl 0 APPROVED AS SUBMITTED o FORYOURUSE 0 APPROVEDASNOTED o AS REQUESTED 0 RETURNED FOR CORRECTIONS o RESUMlirr __COPIES FOR APPROVAL o SUMBrr
COPIES FOR DISTRIBUTION o RETURN CORRECTED PRINTS o FOR REVIEW & COr.NEIIT o FOR BIDS DUE ______19 PRINTS RETURNED AFTER LOAN TO US REMARKS: , COpy TO: SIGNED: 􀁾􀁌􀁉􀁊􀁴􀁬􀀮􀁾 􀁾􀁡􀁬􀁬􀀠
Project Manager 
_Early bar {:, Early slart point 'il Early flnlsh point <> Target start point Texas-Strerllng Construction, LP (> Target flnlsh point Arapho Road Phase II _Tars.lbar _Progr... bar _
Critical bar --Summary bar + Start milestone poinl 
-----------------------------------------------
_Eartybar l!. Earty start point \l Early finish point o Target start point o Target flnlsh point _Target bar Texas-Strerling Construction, LP Arapho Road Phase II _ Progress bar _ Crtllcat
bar --Summary bar • start milestone point © 
, 
HNTB 9726615614 05/31 '02 12:44 NO.559 02/03 uOIo)jj 􀁕􀁾􀀠 .t'l'lj. V",: it) t'AA 9'(;t; 􀀴􀀮􀁾􀁴􀁊􀀠 (fIJtJU 􀁔􀁥􀁲􀁲􀁾􀀭􀀩􀁬􀁡􀁲􀀬􀀠 Inc. COl'18ultinll Engineers 'Gool@chnical' 􀁥􀁮􀁶􀁬􀁲􀁯􀁮􀁭􀁾�
�􀁴􀁬􀀡􀁬􀁬􀀧􀀠Con8ll'UC1ion Matel1al$ Testing DALLAS' FORT WORTH' HOUSTON' AUsTIN· lONGVIEW jTRRA-MAR 􀁾􀀱􀀹􀁙􀀠31, 2002 I\lr. Jerry Holder, FIE foNTS. Inc. 14114 Dallas Parkway, Suite
630 I: alias. Texas 75240 F.e: Pavement Subgrade Flrepamtion Proposed Arapaho Road e)(tension Addison. TeKas TMI Report Oe01-005-1 ( 􀁾􀁲 Mr. Holder: ihls latter pre!lents a summary
of discussions during our site meeting yesterday and the c:>ndi!ions obllerved in a test pit that was e)(cavated to Q)(pQSe /ha pavement subgmde conditions this aftemoon. Tan weathered
limestone is present at the pavement $uberade elevation between about Stations 23+00 and 28+00. These stauon numbers should be considered approXimate snce the sl9llon numbers were not
marked in the field at the time of our visit. Flacemenl of the pavement directly over the tan weathered limestone is not recommended' because the limestone can lock the pavement in place
and not allow movement durlng curing. 1 his action can result 1ft an irregular cracking pattern in the pavement section. 1wo different altematlves could be used to prepare the pavement
subgrade in order to reduce the 􀁾􀁑􀁴􀁥􀁮􀁴􀁩􀁡􀁬􀀠for pavement cracking in areas underlain by Ihe tan weathered limestone. These altamatives include (1) breaking the limestone up into
pieces no greatar than 4 inches in diameter and reeompacting the c:rUllheQ limestone :;ubgrade and (2) removing Ih, upper 6 inches of the Ii Tlestone and replacing it With lime stabillz:ed
ImporteQ fill. Lime "bilizing the pavemllnt s;.li:lgrede will QPt be necessary in any areas where the limestone is broken up into pieces and 􀁾􀁉􀁣􀁯􀁭􀁰􀁡􀁣􀁴􀁥􀁤􀀠ilfplace. ft. test
section was excavated ill about Stalion 23+00 to evaluate the feasibility of breaking lip the II restone and recompactlng it In place. The limestone exhibited varyin; degrees of weathering,
wilh %Ones of highly weathered material that c()I.lJd easily be broken Into small pieces, to unweathered zones with slabs up to five reet In diameter and 1foOl thick. E: ased upon the
conditions observed in the Ie$t pit excal/aDon, It Is expected that It will be necessary to ",move the majority of the limestone that Is exposed at the pavement sUbgrade elevation. The
limestone can rGmain in plaOGl In any arell' who"" it <;an be broken I.lP in\!:;> pieces r.o greater than 4 􀁩􀁮􀁾􀁥􀁳􀀠in diameter. The overexl;avation should be backfilled in accordance
with 
.....,H ..N..T..B... 9726615614 05/31 '02 12:44 NO.559 03/03 v* ••v 1'n.A 9 ... ,.<;to OYOV 􀁊􀀮􀁾􀀮􀁴􀀧􀀬􀀬􀂷􀁴􀁉􀀭􀀡􀁵􀀨􀁩􀁉􀀧􀀮􀀠 Inc. iQJ 003 TERf"A·MAR IIIlr. Jerry Holder IllIay
31, 2002 Arapaho Road Reconstruction Page 2 !tIe recommendations presented in our Geotechnical Investigation (Terra-Mar Project No. DE01OllS dated March e, 2001). VIe appreciate the
opportunity to have been of continued service. Please do not hesitate to c )ntec! us if you helf8 any questions or if we can be of additional assistance, 􀁾􀁥􀁳􀁰􀁥􀁣􀀡􀁦􀁵􀁬􀁬􀁹􀀬􀀠
1'099 K. Soulhwo • p,e. 􀁆􀁲􀁏􀁪􀁥􀁣􀁴􀁾􀁥􀁲 /--:1 d "'_ _ 􀀢􀀧􀁾􀁨􀀢􀀧􀀯􀁬􀁾 Aim G. Abrams, p.e. I 􀁾􀀱􀁾􀁮􀁡􀀹􀁀􀁲 -Geotechnical Services , .\ 
--CONCRETE CYLINDER TEST REPORT Project Name Realty Road Addison, IX Subcontract Number Report Number 02-00315 Cllent Name/Address TX Sterling Construction Contact Carl Wan FI. Worth.
TX I Mas-Tel< 􀁐􀀢􀀡􀁩-􀁾􀁜2􀁲 􀀭-􀀺a􀁵 􀁭􀁢􀁥􀁲􀀠 Sample 􀁃􀁯􀁬􀁬􀁦􀀮􀀶􀁾􀁾 Date Report Date 5-17-02 (;oncrete :supplier Field Technician LMC Steve Stewart 􀁓􀁾a 􀁾􀁥g 􀁾􀁡􀁴tao􀁬 􀁾􀀠+67.79
Wm' g fio otm. g P.Jant # 􀁔􀁾􀁾􀁫􀁎􀁯􀀮􀀠 􀁔􀁾􀁲􀁦􀁾􀁦􀁺􀁾􀀧􀀠 Ti3l!3'e o'l!,J l>ied TlP:ll'o1J,aEted MixLD. -􀁣􀁾􀁂􀁗􀁥􀁾􀁾􀁭􀁰􀀮􀀠 􀁁􀁾􀀺3􀀺 􀁂e􀁭g􀁰r􀀮ecs 􀁗􀀢􀁶􀁾􀁾􀁾􀁲􀁦􀁷􀀺􀀺􀀺􀀡􀁯􀁮􀁳􀀠
Materials Coarse Aggregate Cement , .. ',' . Intermedia,te k&l!regate 􀀮􀀻􀀻􀀺􀀬􀁾􀁾􀀠 ...,....;-, ., " '-:.'1 􀀢􀁾􀁴􀀺􀀢􀀢􀀧􀀠 􀀮􀀻􀀬􀀮􀀽􀁾􀀠 -4 Fine Aggregate -:::: 􀁾􀁤􀁴􀁩􀁵􀁸􀁴􀁵􀁲􀁥􀀠
-Entrained Air , -Quantityof added water .. ,Water Added? Yes or No Comments .. 􀁾􀀭 --..", . . ...􀁾􀀠 Curing Method: Lime Saturated Curing Tank Diameter: 6.00" Length: 12.00" Cross-Sectional
Test Method: Area: 72.00 Sq. in ASTMC-39 Lab. Technic,ian Specimen! Age No. (days) Dale I Slump. Total Load Tested ; (inches) , 􀀢􀀧􀁾􀀧􀀮􀀬􀀠 Qbs) Area of ! Compressiye ! Specured Strength
Std. Strength (psi) (psi) . :. 7080 a 7 5-13 3.511 98,721 28.27 3030 3600 b 7 5-13 86,442 " 3010 c 28 6-3 .. , d 28 6-3 n 4 .. '" .' , , n ' = :, " ! ! " It I " , ".. .. .. I : " ReYiewed
By: 􀁃􀁏􀁒􀁎􀁅􀁾􀁎 8,S.I,E.!.!, P G.M, MAS-TEK Engineering & Assoc., Inc 2550 Becldeymeade, Suite lOS, Dallas, Texas 75237 . ,I" 􀁾􀁾􀁛􀁏􀀩 (Ph) 9721709-7384 (fax) 972-709-7385 
FIELD COMPACTION TEST Project Name Realty Road Addison, TX Client Name/Addre .. Client Contact TX Sterling Construction Carl Wall Ft. Worth, TX Subcontract Number ReportNumber 02-01368
Mas.Tek No. 9-028-a iTest Date 5-8-02 Report Date 5-16-02 Test Procedure ASTM2922,3017 Technician Rick Hayes Test Cu"", No. Unit Dry Weight J Moisture Content I Comments No. Sample Description
Maxlmu Field Optimum Field (see below) 1 Reddish tan sandy clay HO.O 114..4 12.4 12.8 ! 100-1-"/0,1 2 Reddish tan sandy clay -110.0 110.2 12.4 18.3 100+%,1 3 Reddish tan sandy clay 110.0
107.6 12.4 16.1 100-1-"/0, 1 ' . '. c:.,:,;;; .' .-"::';j',4.E'_ . 􀀧􀀻􀀧􀁦􀀬􀀻􀀧􀀮􀀺􀀺􀀻􀁾..!;.' . 􀀺􀀺􀀮􀁾􀀭 􀀧􀀢􀀧􀁾􀀠 -.... -" -< ,'--I . Comments: .. Test .􀀧"􀁾􀀭''􀀮''',''.'.,..,
",.-. No. 􀀮􀀢􀀧􀁾􀀠 Test Location I RemarKs 1 Sta. 27+00 Ground level Realty Road 2 Sta. 28+00 l' depth Realty Road . . 3 Sta. 29+002' depth Realty Road ---"."" .._. 􀀭􀀻􀀻􀀭􀀢􀀧􀁾􀀭
.. . , ... . ---------'" -;'--.: . . -. ...... Comments: 1. Unit Dry Weight and Moisture Content comply with specification 2. Unit Dry Weight does not cOmply with specification 3. Moisture
Content does not comply with specification 4. Retest 5. Approved By Others. MAS· TEK Engineering & Assoc., Inc. 􀁃􀁏􀁒􀁎􀁅􀁾􀁎 ..s.I...... Reviewed By: _. 9050 Autobahn, Suite 400, Dallas,
TX 75237 􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀁾􀁐􀁾􀁾􀁾􀁾􀀮􀁾􀀴􀀮􀀭􀀭 (ph) 9721709·7384 (fax) 9721709·7385 
FIELD COMPACTION TEST Projeet Name Realty Road Addison, TX Client Name/Address Client Contact TX Sterling Construction Carl Wall Ft WortIJ. TX Subcontract Number Report Number 02-01372
Mas-Tek No. 9-028·, ITest Date 5-8-02 Report Date 5·13·02 Test Procedure ASTM 2922.3017 Technician RiekH.yes Test ! I Unit Dry Weight Moisture Content I No. Sample Description : Curve
No. i Maximu Field Optimum I Field I Reddish tan clay 110,0 114.4 12A i 12,8 2 Reddish tan clay 110.0 110.2 12.4 18.3 3 Reddish tan olay 110.0 107.6 12.4 16.1 . . . '. ---'" -":::C-":'"''
--. -. .r'",,-,"'" •.;0; .... ;" .. , . " I .. . Comments (see below) 100+"/0,1 100%, I ·99 %, I . ' --" -Comments: " . , Test -No. Test Location f Remarks I I SIa. 27+{)0 ground level
Realty Road 2 Sta. 28+{)O I' depth Realty Road 3 Stli. 29+00 2' depth Realty Road ; .. , • 􀀮􀀭􀀭􀀭􀁾 .. 1 Comments; 1. Unit Dry Weight and Moisture Content comply with specification
2. Unit Dry Weight does not comply with specification 3. Moisture Content does not comply with specification 4, Retest 5. Approved By Others. MAS-TEK Engineering & Assoc., Inc. Reviewed
By: 9050 Autobahn, Suite 400, Dallas, TX 75237 (ph) 9721709-7384 (fax) 9721709·7385 
CONCRETE CYLINDER TEST REPORT Project Name Realty Road Subcontract Number Client Name/Address TX Sterling CoDStlUction Grrutd Prairie, TX LOncrete "uppuer TXl Sample 􀁌􀁯􀁾􀁡􀁴􀁩􀁯􀁬􀁬􀀠
PaV!llg@) Sla 3U+40.95 Channel Approach Thne Batched Materials Cement _. 􀀮􀁟􀁏􀀾􀁡􀁾􀁾􀁍􀁧􀁲􀁥􀁧􀁡􀁴􀁥􀀠 Fine Aggregate Admixture Addison. TX Report Number 02-00304 Contact Carl Wall
Report Date 5-13-02 I Field Technician Donald Napoleon ! 􀁾􀁢􀀺􀁌􀁄􀀮􀀠,Intermediate Aggregate . .. Entrained Air Water Added? Yes or No Yes Quantity ofadded water IS Gallons Comments
. Curing Method: Lime Diameter: 6.00" Cross-Sectional Test Method: Lab. Technician SatMrtrted Curing Tank Length: 12.00" Area: 72.00 Sq. in ASTMC-39 Specimen Age Date I Slump Total Load
No. (days) Tested • (inches) (lbs) 7069 a 7 5-6 6.011 79,260 b 7 5-6 75,275 c 28 5-27 d 28 5-27 • "! ! i I Area of Compressive Specified Strength Std. Strength (psi) (psi) 28.27 2800
3600 " 2662 " , .. ... .. " " " , " ! " " I " " I " I i Reviewed BY,___"'@E""::.L"-"'--____ MAS-TEK Engineering & Assoc., Inc 2550 Beeldeymeade, Suite 105, D.a1las, Texas 75237 (ph)
972n09-7384 (fa.,;) 972-709-7385 
--FIELD COMPACTION TEST Project Name Realty Road Addison, TX 􀁾􀀠 Client Name/Address Client Contact TX Sterling Construction Carl Wall Grand Prairie, TX 􀁾􀀢􀀭􀁾􀀠 Subcontract Number
Report Number 02-01367 􀁾􀀢􀀭􀁾􀀢􀀠 Mas.TekNo. 9-028-. ITestD..􀁴􀁾 5-6-02 Report Date 5-13..Q2 ----Test Procedure ASTM 2922, 3017 Technician Steve Stewart Test Sample Description Curve
No. Unit Dry Weight Moisture Content Comments No. Maximu I Field Ootimum Field (see below) I Tan clay 􀀱􀀰􀀲􀁾􀀵􀀠 106.6 -20.5 20A 100+%, I 2 Tan.lay 102.5 102.8 20.5 21.2 100%, I 3
Tancl.y .102.5 105.2 20.5 20.2 10()+o.Io, I -. -.. , , I I --=+ I i I I Comments: Test No. Test Location /Remarks --= I Realty Rd. @Sla:.1+50 12' waterline 2 Realty Rd @St•. 8+20 12'
waterline 􀁾􀀠 3 Realty Rd @St•. 5+100 12' waterline -􀀭􀀭􀀭􀀭􀁾􀀠-... 􀁾􀀠 '.-.----, 􀁾􀀠 -Comments: I. Unit Dry Weight and Moisture Content comply with specification 2. Unit Dry Weight
does not comply with specification 3. Moisture Conlent does not comply with specification 4. Retest 5. Approved By Others. MAS·TEK Engineering & Assoc., Inc. Reviewed By: 9050 Autobahn,
Suite 400, Dallas, TX 75237 􀁃􀁏􀁒􀁾􀁎􀀠.,$.I,i.M. (ph) 9721709-7384 (fax) 􀀹􀀷􀀲􀀱􀀱􀀰􀀹􀀮􀀱􀁾􀁾􀀵􀀠 E .M.
CONCRETE CYLINDER TEST REPORT Project Name Realty Road Addison, TX Subcontract Number I Report Number 02-00276 Client Name/Addres. TX Sterling Construction Contact Carl Wall Grand Prairie,
TX Mas.Tek 􀁐􀁲􀀧􀁉􀁊􀁾􀀡􀁲􀀮􀀺􀁭􀁢􀁥􀁲􀀠 Sample 􀁃􀁯􀁾• 􀁯-􀁾2D ate Report Date 5-6.02 (.;oncrete ::suppuer Field Technician LMC Stephen Mason 􀁾􀀱􀁾􀁾􀁬􀁉􀀺􀀧􀁥􀀬 North end culvert
Plant # 􀁾􀁾􀁾􀁎􀁯􀀮􀀠 􀁔􀁩􀁦􀁭􀁲􀁳􀁾􀀠 Time 􀁾􀁬􀀡􀂥􀀮􀀧􀁬􀁥􀁤 4:00 .. Time jIl,niched 3:30 .M. Mil:LD. 􀁃􀁒􀀸􀁾􀀺􀁾􀁭􀁰􀀮􀀠 . A\I'8tt,mJees W6atber CwditmBs veteast, ann Materials
Cement Coarse Aggregate Intermediate Aggregate Fine Aggregate Admixture Entrained Air Water Added? Yes or No No Quantity of added water Comments Curing Method: Lime Diameter: 6.00" Cross-Sectional
Test Method: I Lab. Technician Saturated Curing Tank Length: 11.00" Area: 71.00 Sq. in ASTMC·S9 . Specimen Age I Date Slump Total Load Area of Compressive Specified Strength No. (days)
i Tested (inches) (Ibs) Std. Str<ngth (psi) (psi) . 7041 a 7 4-26 i 5" 80,570 28.27 2850 3600 _ b 7 4-26 92,440 " ;3270 .. c 28 5-18 " .. d 28 5-18 " " " " " " " " " " " Reviewed By:
􀁾> MAS·TEK EngiDeering & Assoc., Inc 2550 Beckleymeade, Suite 105, Daoas, Texas 752:rJ (Ph) 9721709-7384 (fax) 972-709-7385 iRl_{D) 􀂩􀁀􀁾􀁗􀀠
CONCRETE CYLINDER TEST REPORT Project Name Realty Road Addison, TX 􀁾􀀮􀀠 Subcontract Number Report Number OJ-00277 Client Name/Address TX Sterling Construction Contact Carl Wall Grand
Prairie, TX i Mas-Tel< 􀁐􀁾􀁥􀀦􀁴􀁲􀀮􀀻􀁵􀁭􀁢􀁥􀁲􀀠 -2 -a 􀀭􀁾􀁰􀁬􀁥 􀁃􀁯􀁾􀁾􀁊􀀿􀁏􀀧􀁬􀁡􀁴􀁥􀀠 Report Date 5-6-02 Loncrete lSuppller Field Technician !MC Stephen Mason 􀁳􀁲o􀁯x 􀁬􀁾􀁣ve􀁡rt􀁮
􀁯a􀁮se, South end Culvert Plant # T§'!o/' No. 􀁔􀀧􀁦􀁭􀁲􀁳􀁾􀀠 􀁾􀁥 ill'lefled 􀁔􀁾􀀹􀀱􀁦􀀬􀀢􀀱􀁴􀁥􀁤􀀠 MixLD. J.D. Concrete Temp. Ai(!re'Je 5 e ees Weather CWditiolls Overcast, arm
Materials Cement Coane Aggregate Intermediate Aggregate Fine Aggregate Admirture Entrained Air Water Added? Yes or No No Quantity of added water. Comments • Sample was taken directly
out the south end culvert. Request made by project manager. Curing Method: Lime Diameter: 6.00" Cross-Sectional Test Method: Lab. Technician Saturated Curing Tank Length: 12.00" Area:
72.00 Sq. in ASTMC-39 Specimen Age Date Slump Total Lead Area of Compressive Specif"Jed Strength No. (days) Tested (inches) (Ibs) Std. 7042 a 7 4-26 N/A 96,500 28.27 b 28 5-18 .. " "
" " " " " " n n " " Strength (psi) (psi) 3410 3600 i MAS-TEK Engineering & Assoc., Inc 2550 Beckleymeade, Suite 105, Dallas, Texas 􀀷􀀵􀁾􀁭􀀺􀁾􀁾􀀠 (Ph) 9721709-7384 (fn) 972-709-7385
trur/<7§ U 
CONCRETE CYLINDER TEST REPORT Project Name Realty Road Addison, TX Subcontract Number I Report Number 02-00289 i Contaet Carl Wall Grand Prairie TX Mas-T.k P1.'lf:!f-:mber Client Name/Address
TX Sterling Construction Sample 􀁃􀀰􀀧􀁩􀁾􀁾􀁾􀁡􀁴􀁥􀀠 i Report Date 5-6·02 Loncrete "uppfier Field Technician Antwone Jenkins 􀁾􀁭􀁊􀀺􀀬􀁬􀁥 􀁍􀀧􀂧􀁡􀁴􀁩􀀨􀀡􀁾 811 g ta 3 +67.79 Box
Culvert Pjant# I 􀁔􀁾􀁾􀁾􀁎􀁏􀀭 􀀱􀀱􀁦􀁭􀁾􀀧􀀡􀀠 Time S!.Rf.Jed 􀁔􀁾􀁥􀀢􀀬􀁡􀀱􀁴􀁥􀁤 MixLD. 4:20 .. 4.' . 􀀭􀀭􀁾􀀭􀀭 􀁃􀀳􀁮􀁾􀁔􀁥􀁭􀁰􀀮􀀠 􀁁􀁩􀁦􀁩􀁾􀁾􀁾􀁳 􀁗􀁾􀁾􀀻􀁲 Conditions 1 e ees
Materials Cement Coarse Aggregate Intermediate Aggregate Fine Aggregate Admixture Entrained Air Water Added? Ves or No No Quantity of added water NfA Comments Curing Method: Lime Diameter:
6.00· Cross-Sectional Test Method: Lab. Technician SaiJlrated Curing Tank Area: 72.00 Sq. in ASTMC-39 Specimen Age Length: 11.00" Date Slump Total Load Area of Compressive Specified
Strength No. (days) Tested (mches) (Ibs) Std. Strength (psi) (psi) 7054 a 7 5-1 6.0" 81,755 81,755 28...27 2890 3600 7 5-1 86,705 3060 c b 28 5-22 .". .i d 28 • 5·22 .. . . .. .. I "
" i " -. " " " I " Reviewed JlY:__-E@="""'.::A::.....<'--___ MAS-TEK Engineering & Assoc., Inc 2550 Jleddeymeade, Suite 105, Dallas, Texas 75237 ©@[j2))f (Ph) 9721709-7384 (fax) 972-709-7385

CONCRETE CYLINDER TEST REPORT Project Name Realty Road Addison, TX 􀀮􀁾􀀠 Subcontract Number I ReportNumber 02-00276 Client Name/Address TX Sterling Construction Contact Carl Wan Grand Prairie, TX Mas-Tek 􀁐􀁲􀁯􀁊􀁾􀁲􀀮􀀺􀁵􀁭􀁢􀁥􀁲􀀠 -2 -a Sample 􀁃􀁯􀁄􀁾􀁯􀁾􀁄􀁡􀁴􀁥 4-1 -Report Date
5-6-02 ....oncrere "uppller Field Technician LMC Stephen Mason 􀁾􀁬􀁥􀀧􀁮􀁆􀁩􀀺􀁎􀁩􀁾􀀺􀀺􀀧􀀬􀀠North end culvert 􀁦􀀭􀀺􀁣􀁣􀁾􀂷􀀠 . Plant # 􀁔􀀧􀁩􀀧􀁉􀁾􀁾No. TicMetlJo. 7 15 2 􀁔􀁲􀀺􀀸􀁨􀀧􀁾􀁬􀁥􀁤􀀠
Tf:n 􀁾􀁡􀁴􀁣􀁢􀁥􀁤 ; 0 .M MixLD. 􀁃􀁧􀀸􀁾􀁾􀁭􀁰􀀮􀀠 AVs15:rees 􀁗􀁾􀁴􀁢􀁥􀁲 Cwdiiions 􀁶􀁥􀁲􀁣􀁡􀁳􀁾􀀠 arm Materials Cement Coarse Aggregate Intermediate Aggregate Fine Aggregate Admixture
Entrained Air Water Added? Yes or No No Quantity of added water Comments Curing Method: Lime Diameter: 6.00" Cross-Sectional Test Method: Lab. Technician Saturaled Curing Tank Length:
12.00" Area: 72.00 Sq. in ASTMC-39 Specimen Age Date Slump Total Load Area of Compressive Specified Strength No. (days) Tested [mches) Obs) Std. Strength (psi) (P,I) 7041 a 7 4-26 5'
80,570 28.27 2850 3600 b 7 4-26 92,440 " j270 c 28 􀁾􀀠 5-18 " d 28 • 5-18 " 􀁾􀀮􀀭􀀮􀀠 , i " .. .. .". : .. " " 􀁾􀀮􀀭􀀮􀀠 .". i RevrewedBy:__ 􀁾􀀠 MAS-TEK Engineerlng & Assoc., Inc
2550 Becldeymeade, Suite 105, DaDa., Texas 75237 (Ph) 9721709-7384 (fax) 972-709-7385 􀁾􀁲􀀿􀁻􀁦􀁪􀀩􀀠©@[P)W 
CONCRETE CYLINDER TEST REPORT Project Name Realty Road Addison, IX Subcontract Number Report NUlnber 01-00277 relient Name/Addre.. IX Sterling Construction Contact Carl Wall Grand Prairie,
IX Mas-TekPr'ljectf-:umber -02 -a Sample 􀁃􀁏􀁾􀁾􀁾􀁾􀀲􀁄􀁡􀁴􀁥􀀠 Report Date 5-6-02 l:onerete SuppUer Field Technician LMC Stephen Mason 􀁳􀁾􀁾􀁧ver􀁯t 􀁮ase, South end Culvert Plant
# 􀁔􀁾􀁲􀁎􀁯􀀮􀀠 􀁔􀁾􀁉􀀧􀁦􀁜􀁾􀁯􀀮 15 84 􀁔􀁾􀁥􀁓􀁭􀁬􀁥􀁤􀀠 􀁔􀁩􀁦􀀮􀁦􀁾􀁡􀁾􀁨􀁥􀁤􀀠 MixI.D. r::=':10 . Concrete Temp. 􀁁􀁲􀀵􀁾􀁾􀁧􀁢􀀠 WOather CWditiOlJS vercas!, arm Materials Cement
Coarse Aggregate Intermediate Aggregate 􀁲􀀭􀀺􀀭􀀭􀁾􀁾􀀭􀀭􀀧􀀠 Fine Aggregate Admlxtare Entrained Air Water Added? Yes or No No Quantity of added water Comments • Sample was taken directly
out the south end culvert. Request made by project manager. Curing Method: Lime Diameter: 6.00" Cross-Sectional Test Method: Lab. Technician Saturated Curing Tonk Length: 11.00" Area:
72.00 Sq. in ASTMC-39 Specimen Age Date Slump Total Load Area of Compressive Specified Strength No. (days) Tested (inches) (lb.) Std. Strength (psi) (p.i) -_. 7042 a 7 4-26 N/A 96,500
28.27 3410 3600 b 28 5-18 -.. ! i .. , . .". i " " .". " " , " .". Reviewed BY:__..􀁣.􀀭􀀭􀀬􀁾􀀢􀁅􀀢􀀽􀀮􀁊􀀡􀀡􀀽􀀺􀀺􀀢􀀧􀁾􀀮􀀠 MAS-TEK Engineering & Assoc., Inc 2550 Beckley_ade, Suite
105, Dallas, Texas 􀀷􀀵􀁦􀀨􀀳􀀩􀁭􀁾􀁾􀁾􀀠 (pb) 9721709-7384 (fax) 972-709-7385 l.r'Ur P¥ u. ©(Q)rPW 
CONCRETE CYI_INDER TEST REPORT Project Name Realty Road Addison, TX Subcontract Number Report Number 02-00289 Client Name/Address TX Sterling Construction Contact Carl Wail Grand Prairie,
IX Mas-Tek ProJ$:1f:mber Sample 􀁃􀁏􀁾􀁾􀁾􀀿􀀸􀁬􀁡􀁴􀁥􀀠 Report Date 5-6-02 l:oncrete l:inppuer Field Technician Antwone Jenkins -:c' I-::"'a-amvK !ge 􀁾􀁡􀁴t􀁩a, 􀁯3􀁾 􀀫􀀶􀀷􀀬􀀷􀀹􀁾􀁶􀁥􀁲􀁴􀀠
P.Jant # 􀁔􀀧􀁩􀀧􀁏􀁾 No. 􀁔􀁩􀁦􀁴􀀼􀁉􀀱􀁾􀁾􀀠 􀁦􀀭􀀽􀀢􀁾􀁾􀀧􀀠 , TilDe 􀁾􀁬􀁙􀁬􀁥􀁤􀀠 ThesWed MidD. 4:20 ' _ 4: _ 􀁣􀀳􀁮􀁗􀁥􀁾􀁬􀁥􀁭􀁰􀀮􀀠 􀁁􀁦􀀷􀁢􀁾􀁳􀀠 Weather Conditions I e ees
Sunny Materials Cement Coarse Aggregate Intermediate Aggregate 1-----FiDe Aggregate Admixture EntraiDed Air ----Water Added? Yes or No No Quantity of added water N/A Comments CnriDg
Method: Lime Diameter: 6.00" Cross-Sectional Saturated Curing Tank Length: J2.00" Area: 72.00 Sq. in Specimen Age Date Slump Total Load No. (days) Tested (lncbes) (lb.) 7054 • 7 5·1
6.0" 81,755 b 7 5-1 86,705 c 28 .i 5-22 d 28 ; 5-22 I Test Method: Lab. Technician ASTMC-39 Area of Compressive I Specified Strength Std. Strength (psi) ! (psi) 28.27 2890 3600 " :)ti60
.. n " .". " .. .. " " " " MAS-TEK EngineeriDg & Assoc., Inc 2550 BeckJeymeade, Suite 105, Dallas, Texas 75237 (Ph) 972n09-7384 (fax) 972-709-7385 
.. Steve Chutchian To: luke Jalbert Cc: Jim Pierce Subject: Arapaho Rd., Ph. II Street Name Changes Luke -please note the contact person with the U.S. Post Office in Addison that I forwarded
to you. In previous discussions, it was detennined that we should begin working with the Post Office on preparing businesses along Arapaho Rd. (Realty Rd.) for changing the street name
in late October 2002. The actual street numbers will not change, only the street name. Please make initial contact with Ms. Judy Weaver a.s.a.p. and kick-off this process. If we need
to have a fonnal meeting with her, please set it up. Lynn Chandler and Fire Dept. should get involved in this process earlyon. Thanks. Steve C. .,. 1 
, ,,)' .' .. . .', .' ." :,', 􀀧􀁾..􀁾􀀮􀀧􀀠; .',_ .. Judy Weaver Business Mail Entry 972-980-0347 '. " ., .,.... ' ...'" FAX 972-404-8667 4900 Airport Parkway Addison, TX 75001-9998
, 􀁓􀀩􀀭􀁾􀀯􀁾􀀠--􀁁􀁬􀁴􀁤􀁬􀁲􀁾􀁾􀁾􀀠 -. -'. 􀀨􀁶􀁆􀁾􀀭􀁤􀀮 􀁾􀀧􀀭􀀮􀀠 􀀨􀀵􀀩􀁾􀀠 14-􀁳􀁩􀁾􀁾􀀠 􀁾􀁾􀁊 􀁳􀀺􀁴􀁾􀁾􀁷􀀭􀁣􀁊􀀮􀀯􀁾􀀣􀁾􀀠 􀀧􀁾􀀧􀀠 .1' .' .' fill' f 􀁾 􀁾􀁾􀀮􀁦􀁲􀀮􀁾􀀠􀁾􀁦􀀢􀁩􀁷􀀻􀁕􀁩􀁩
􀁬􀀺 Ib 􀁾􀀢􀀠 .':􀁾􀀬􀀭 . f!4.t. &'K 􀁦􀀴􀀮􀁾􀀠0A􀁾􀁤􀀮􀁴􀀭 􀁾􀁾􀁩􀀧􀀠.. , •.... :-,-l./&';I"'W", <t?t')eJ",;' . 􀁾􀀠 . ': . 􀀺􀁾􀁜􀀮􀀮􀁌􀀻􀀮􀀺􀀻􀀺􀀺􀀻􀀻􀁻􀁾􀁬􀀺􀁾􀁯􀀺􀀧􀀠,,::;. ,'_
, . ' _, . -" ,'. ,.' ,_.--', . __;.. ' -' --.. ',' . _':' • ',;' .:,::": .. ,'i; "-", :":-'. ,'--.', . .: " ., , ,"'" ',,'; .".', , , , , . . 􀀮􀁾􀀮􀀧􀀢 " . : '..', ' ......."'. , .:.
._, .' ,:...' ..-' " ' :: . .' 􀀬􀀧􀁣􀀢􀁃􀀢􀀢􀂣􀀻􀁾􀀧􀀠 '".'.. , " .. ' I'' ... ' 􀁾􀀮􀀠 ' ',.' \.􀀧􀀭1􀁉􀀢􀀧􀀺􀁾􀀧􀁾 􀀧􀀠
• ·, ...:...--._...._._..._---_.............􀀭􀀭􀁾..• --,----------_... _._.....---Starfdate APR0102 Finish date SEP2302 .Data date APR0102 " RUn date FEB2702 􀁐􀁡􀁾􀁮􀁵􀁭􀁴􀁩􀁏􀁲􀀠
2A I 􀀢􀀢􀀮􀀭􀀭􀀭􀁾􀀠 Texas-Strerling Construction, LP Arapho Road Phase II terns, Inc. _Earlybar 1:::. Early start point "i1 Early finish poIn! o Target s!art point o Target finish
point _Target bar _ Progress bar _Critical bar --Summary bar •• start milestone point FiniSh mlles!one "nl 
" Texas-Strerling Construction, LP Arapho Road Phase II I I I _Earlybar 6 Early start point 'V Early finish point o Target start point o Target finish point _Target bar _ Progress bar
_Critlcalbar -Summary bar .. Start milestone point I 
-------------1 ARAPAHO ROAD -PHASE II -MARSH TO SURVEYOR ATIACHMENT "a"· SCHEDULE , ;; Notice To Proceed r.-:-Meetlng with Town o f-;-Geometry r.-; HA & VA adjustments f-;-, Create &
run templates f-;-,. 􀁃􀁲􀁯􀁳􀁳􀁾􀁳􀁥􀁣􀁬􀁩􀁯􀁮􀀠 adjustments r.-Plan Production r. ,-Misc sheets (cover, quan, notes, etc) f-;-f Typical Sections r..-, P&P Sheets f-;, :"-Right of Way
plans f-;;-J Signing layout & detail f-;;-, R-etalning-wall design & details .....-: Cross-section drafting -;;-, Grading .....-," Demolition Plan -;;-:" Rt. Tum lane on Marsh .....
-C-ontract Docluneni-s '" Front end & technical specs """i> '--AddiSon reviewoTspecs--., "ARS ", Prepare const. easements for d-ways -;;-, Re-establish Cl for geotech J-Establish elevation
at site of iJOre.hoiesProject control staking Terra-Mar Borings :0 , -Pavement design RCB recommendation "'; Retaining wall design info. '" 􀁾􀁩􀁯􀁷􀁮􀀧􀁲􀁥􀁶􀁩􀁥􀁷􀀭􀁯􀁦􀁾􀁧􀀭􀁥􀁯􀁴􀁥􀁣􀁨􀀭
.. -GBY/" ------------,. -Utility-relOCation plans Drainage plans & details h;-, TCP/Seq" Cont. layout and details f-;;-J"-Striping layout & details r..-J SWPPP layout & details ho ,---Sign-afpjEln
drafting r.-JackHatctiel1 --􀁾 􀀧􀁾􀁟􀀠􀀭􀁾􀁪􀁩􀁬􀁩􀁬􀁾􀁾􀁾􀁩􀁧􀁾􀀠 --'" Timing plans f-;;--"urban Deslgnhr-,'--Kickofflprogramming meeting wI Town h.-, --ca:rldscapeTSlleLighting--r..-􀀻􀁾􀀠-lrTigaU
O-n-jiians------f-;-,'-Submit DO Package--Lor -􀀺􀁑􀁵􀁡􀁮􀁴􀁩􀁴􀁦􀁥􀁾􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀂭 ...-="-Roadway---.. f--oriinage----------------􀁾􀀬􀀭􀀭􀀭􀀭􀀭 --Signals "'-Traffic-Con"ol
-.;-1 Landscape, lighting, inigation -.--------------.. Final Plan Prep ...-, --Irl-hou-se revlew --..'-Prepare cOPc for-consiruction----.".'.--,-"--SUbmit 2 sets to Town for-final review
----------------------------.. : Town of Addison Review (2 weeks) .... '--'ncorporaie-Town's review comments-...-J Bidding Services , , , ., , " , '" '" 9 􀁾􀀠 I.____________!-__________+___..
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.. 1 PROFESSIONAL SERVICE AGREEMENT 
, ; Notice To Proceed ::: '·....'i"g wkh Town • Geometry '; HA·& VA adjustments ": Create & fun templates • : -CroSs--sactioo adjustments , 'Pian Production -. :.-Mise meets (cover,
quao. notes. etc) • 􀁾􀀠 Typical Sections h> ! pap S"".IS h>, Rlght of Way plans Signing layout & detail ". : 􀁾􀁒􀀭􀁩􀁲􀁡􀁩􀁮􀁩􀁮􀀹 ;;'iifdeSign &-detalis ", 􀁃􀁲􀁯􀁳􀁳􀁾􀁃􀁬􀁩􀁏􀁏􀀠drafting
-GradlnQ -Demolition Plan .. :-Rt. Tum Lane On MarSh .. -Conime-Ir,.o-eilmeniS----":; Front end & technical 􀁳􀁾􀀠 .............. .. ,,􀀭􀁁􀁤􀁤􀁩􀁳􀁯􀁮􀂷􀂷􀁲􀁥􀁶􀁩􀂷􀁥􀁷􀁯􀁦􀁳􀁰􀁃􀁃􀁓􀀭􀁾􀀭􀀭􀀭􀂷􀁾􀀠
-..-----.·ARS n r-Prepare<:"onsC􀁥􀁡􀁳􀁥􀁭􀁥􀁮􀁬􀁳􀁾􀁦􀁏􀁲􀀭􀀨􀁦􀀮􀁗􀁡􀁙􀁳􀀠", Re-establish CL for geoteCh h.-:;---Estabifsh-elevatfon at site ofbOre7hOle-ti f-;;-,-PrOject control slaking
1-;0---Terra-Mar ---------------t--F l---SOrlngs--I-;.-l Pavement design r..:; RCB recommendation I-;;-" Relainingwalfdeslgn Inin. h;-r-Townrevi;W-OigeoteCt;·-􀂷􀂷􀂷􀂷􀂷􀁾􀀭􀁾􀀭􀂷􀀭􀁾􀁾􀁉􀀠
r.-GeW 􀁾􀁾􀀠􀁾􀀠 􀁾􀁾􀁾􀀠 􀁾 􀀺􀁾􀁕􀁴􀁩􀀡􀁪􀁩􀁙􀁲􀁥􀀡􀁏􀁣􀁡􀁬􀁩􀁯􀁮􀀠plans .. 􀁾􀀮􀀠 Drainage-plans-&de-talis ...... 􀁾􀂭 TC-piSeq. Cont. 'layout" and ttelails ..-! -Stnping 􀁾􀁹􀁯􀁵􀁴􀀠&;
delru1S . 􀁾 ,--sWPPp18YOUI-& delatTs-.-,.Signal design 􀁾 􀀼􀁾􀀠􀀮􀀧􀁦􀀺􀀭􀁾􀁩􀁾􀁩􀁾􀀭􀀺􀂭 .. Urban Design ... . -:;-1 􀀭􀀭􀀭􀀭􀁋􀁦􀁾􀁲􀁡􀁦􀁮􀁦􀁦􀁩􀁩􀁮􀁧􀀠meetlng·wFrown -...... : -l.andscapelSUe􀀭�
�􀁧􀁨􀁬􀁩􀁮􀁧􀀭􀁾􀁾􀀭􀀭􀁟􀀭􀀭􀁍􀀢􀀢􀂭 􀀺􀀺􀀻􀀽􀁾􀁾􀁾􀀽􀁾􀁾􀁾􀁾􀀭􀁾􀁾􀀠 􀁾􀀺􀁾􀁾􀀱􀁾􀀠􀀭􀀽􀁾􀁾􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀁾􀂭 ----..----: Signals -􀀭􀀭􀀭􀁾􀀭􀀭􀀭􀁾􀁾􀀠􀀭􀁾􀀭􀀭􀁾 ......􀁾􀂭 ".. 􀀻􀀻􀁾􀀭
TraffiC"􀁃􀁯􀁲􀁩􀁴􀁦􀁏􀁉􀀭􀀭􀀭􀀭􀀭􀁾􀀭􀀭􀂷􀁾􀁾􀀭􀀭􀀭􀀭􀀭􀁾􀁾􀀠􀁾􀀭􀀭􀀮􀂭 "'ir'!--Landsc:apa. !lQhilng, irrigation 􀀭􀀭􀀭􀀭􀀭􀁾􀀠 􀀢􀀭􀁾􀁆􀁩􀁮􀁡􀁦􀁰􀁔􀁡􀀭􀁮􀁐􀁲􀁥􀁰 􀁾􀀭􀀭􀀭􀁾􀀭􀀭􀀭􀀭􀀭􀀭􀁾􀀭􀀭􀀭􀂭
􀀭􀁾􀀭􀂭 -;:rr"-"ln:hoo"serElview-----------..-... 􀁾􀁾􀀮􀀭􀀮􀂭 .. "'Ii"" '"" -"Prepare cOPC for conStruction ..... "'ir "---SubmlI2 sets to Town for final review .--..-f Town ofAddlSon
Re;view (2-weeks)􀁾􀀭􀀭..􀁾􀀮􀀭􀀮􀀭􀀭..􀁾􀀭􀀭􀀭􀀭􀀭􀁾􀀭􀀭􀁾􀂭 :t...􀁾􀁾􀁾􀀮􀁾􀁯􀁲􀁡􀁬􀁥􀀠Town's 􀁾􀁾􀁶􀁩􀁥􀁷􀀠􀁣􀁾􀁭􀁭􀁥􀁮􀁴􀁳 ·-rBidding Services o • , = = ARAPAHO ROAD -PHASE II -MARSH
TO SURVEYOR ! i I Ii II! 1 i ,i ,i ,i j, j, j i li iii!! +kdxd?x??X??X?2xl = I iii. I "nyU,UyU,y' I' , ,. r • Air'ACHMEHT "S--SCHEOI.Il.E i, .., PROFESSIONAl. SERVICE AGREEMENT 
( ... ,.: 1ZeG!P. {2RVfSe. p Sc.rte 􀁾􀁶􀁌􀁥􀀠 tJtv ,(:2.-3/0 r ..... , ,,';," ',;' --.. ,'; .... . ...,. " ," . ".> , '-. 􀀺􀀭􀀾􀀺􀀮􀀢􀀾􀀺􀀢􀁾􀀧􀀢􀀠 ' . 
I NOIIC<> TO Proceed Meeting with Town GeQmetry gHA & VA adjustments Create & run templates ... Cross..sectioo adjustments Plan Production Mise sheets (cover. quan, notes, etc) Typical
Secllons pap Sheets Right of Way plans Signing layout & detail Retaining wall design & details Cross·s'ectlon drafting Grading '" Demolition Plan -;r Contract Documents -r; 1 Front end
& technical specs ..... , AddiSon review of specs II' ARS Prepare const. easements for d-ways Re-establiSh CL for geolech Establish elevallon at sne of bore-holes '" " ProieCt control
slaki"ng :: T.mi-Mor " eotings '"'if: Pavement d9$lgn T, RCB recommendation "Re'ta'ining wall d'esign info. TOwn revlew of geotecll "(jaw . Iv iililiiY'relocatioo plims h> 1 Drainage
plans & details h:r,. TCPlSeq. ConI. layout and details 10: Striping layool & delails 10: swppp layout & details iT Signal plan drafting h:r Jack Hatchell 10 Signal design 10 Timing
plans iT Urban Design hr: Kickofffprogramming meeting wI Town r.. : Landscape/Site Lighting hr: lITigation plans r-:., Submit·DD Package rrQu.ntIU., hi-l "AoaCiwsy 10: 7 " Drainage Signals
-;-" Traffic Contra! ...,. ,. landS(£ape, lighting, imgation ""or --Pi'nai·'Piiin"prep-· 􀁾􀀭􀀭􀀮􀀭􀀭􀀭􀀭􀀭􀁾􀀭􀀭􀁾􀁾􀁾􀀭􀁾􀀭􀀭􀀭 _.. u i In-house re....iew "'it ;. 􀀭􀁾􀁐􀁴􀁥􀁰􀁡􀁲􀁥􀂷􀁏􀁏􀁐􀁃􀀭􀂷􀁦
􀀨􀁩􀁲􀁣􀁯􀁮􀀭􀀤􀁉􀁲􀁵􀂢􀁩􀁩􀁯􀁯􀀠 .. 􀁦􀁾􀁓􀁕􀁢􀁭􀁪􀁴􀀺􀀡􀀢􀀤􀁡􀁩􀁩􀁴􀀭􀁯􀁔􀁯􀁷􀁦􀁩􀀭􀁦􀁯􀁲􀀠,fns-I mYrew-.. ! Town of AddiSOfl Re.... iew-(2-wee-ksf:07" ;'--Incorporate-ToWo;s revie-vi-comrnentS
.. l: Skfding Services .""", r IJ ARAPAHO ROAD· PHASE II • MARSH TO .. ATIACHM£HT "eo. SCHEDULE ,' . ' I I, bL L I .' . 􀁾􀀠 $i I i j..............................................􀁾...............\..
,.,..􀁾􀁾􀁾􀀺􀀮.􀀬.,. • I _ exXrXXXX6X;-6X ': • j " 􀁾􀁾􀁾􀀬􀁾􀁾􀁾􀁾􀁾􀁾􀁉􀁾􀀺􀀠 ·I:"+"'i;;:;j'i," ,i , I I,,;j"";'''':1 i. ' !, :' 'i ' , i_J'I__L-11__􀀭􀁬􀀱􀀭􀀱􀀺􀁦􀁾􀀢􀁾􀀢􀀡􀁾􀀢􀁾􀀢􀀧􀁾􀁦􀀬􀁾􀀢􀁾�
�􀀡____1-__􀀭􀁌􀀭􀁬􀁾􀀭􀀭􀁬􀀮􀀮􀀮􀀮􀀮􀀱􀀠 =:!:::, I , ·1 'ilt==::::J 1 l;. To be determined by 􀁾􀁮􀁤􀁬􀁮􀁧􀀠Schel.tU1e : ' : ! I 
, . Notice To Proceed ,. 'Meeting with Town Geometr'y , HA & VA adjustments -., Create &. run templates -;-: CroSS.o-Section adjuslments Plan Production Mise sheets (cover, quan, n01es,
ele) Typ-ical Sections pap Sheets Right of Way plans -:;-f Signing layoul & detail '-..-_.: Retaining watt design & details f" cross.section drafting t>r: Grading r:., OemoliiiOrt Plan
h-Contract Documents ....,.;; Front end 8. technical specs ,..., Addison revieW 01 specs .. ARS Prepare ronst eaSements fO( d-ways Rewestabllsh CL for geotech EstabflSh elevatiOn at
sita Of boro-hofes .. Terra-Mar 􀁾􀀺􀀠􀀺􀀺􀀺􀀺􀀺􀀺􀁮􀁴􀁤􀁥􀁾􀁧􀁮 ho,' RCB recommendation r.. f Retaining wall deS19n info, h.-: Town review of geotech "'"GBW--_. ........... _. ... Utility
relocation plans .... : Drainage plans &. details ..,... TCPlSeq, Coot. layout and detailS .... , Striping layout &. details..,... , SWPPP layout & delails he, Signal plan drafting r....Jack
Halchell f-;-:-Sig-nal design f-;;-,-Timing ·plans hr-Urban Design hi-, K",ckoff/programrning mooting wfTown '-;;-:" landscape/Site Ughling 7,' Irrigation plans .􀁾􀀮.􀀧::Submit 00 Package
.. auantilies ........ ",: Roadway --..1, Onunage j' Signals "!' Traffic-Conlrol 􀁾􀀺􀀠 􀁬􀁡􀁮􀁤􀁾􀁰􀁥􀀮􀁬􀁩􀁧􀁨􀁬􀁩􀁮􀁧􀀬􀀠irrigatiOn .. : Final PFan Prep ...-i, -..j, In-house review
Prepare OOPC for construction Submit 2 sets to Town for-fiflaf reviewTown of Addison Review (.2 weeks) "'ji"! Incorporate Town's review comments .. : S-iM!ng-S-ervices. .,'/.... ··w·,.--,,..,"';
I [] , :, 􀁩􀁩􀀢􀁾􀀠 " ! $ ARAPAHO ROAD -PHASE 11-MARSH TO SURVEYOR "',0' /1 . 1 ,i􀁾 􀀠 oi (Xi k,;; 􀁸􀀢􀁾􀀠􀁸􀁸􀀿􀁓􀁸􀁾􀀿􀁓􀁴􀁸􀀿􀁳􀁘􀀨􀀶􀁸􀁸􀀿􀁳􀁸􀁸􀁸􀁸􀁸􀀹􀁘􀁘􀁘􀁘􀁘􀁾􀀨􀀧􀀧􀀧􀁘􀁨􀀧􀀧􀀧􀀿􀀿􀁃􀁁􀁘
􀁍􀀡􀀿􀀨􀁍􀀧􀀧􀀧􀁨􀁩􀀯􀁓􀀨􀀠<?'d<? "'$( ;"" 'N; I . 16XAX6AXX3X?' • i,: :: :: : '." if if i, i, , I .,,..,, ! .L. I I • , i 􀀮􀁧􀁬􀀡􀀲􀁊􀁚􀁾􀀺􀁏􀀧􀂢􀁴􀀳􀂢􀀺􀀾􀀺􀀳􀀿􀀻􀀺􀀾􀀺􀀩􀀱􀀠 I I
! I P;mel ATTACHENT T.SCHEDUl.E ........ "" ...... , oj I '; 􀁾......􀀽.1... 􀀽􀀽􀀽􀀺􀀺􀀺􀀻􀀽􀀽􀀽􀀽􀀬i i ='==='! • i 􀁉􀁾􀀠 I 'it • i i . . . I. .1 To be C"elOOni"ed byBorn:!JI"Ig Sc,l!e(luls
j i i PROFESSIONAL SERVICE AGREEMEtfr 
. Notice To Proceed rr-1 Meeting with Town h-'Geome'ry h-􀁾􀀠 HA &. VA adjustments 􀁨􀀭􀁉􀁾􀀠 Creale &. run lemplales r.Cross.seclion adjustments r-r Plan Produetl<>n hfrl 􀁾􀁬􀀠 hho,
􀁾􀁍􀁬􀁳􀁥􀀠sheets (cover, quan. notes, etc} Typical Sections pap Sheals Right of Way plans Signing layout &. detail f-;; " Retaining wall design &. details ,.: Cross-section drafting
"", Grading ., Demoiioon Plan " Conb'aC1 Documents " :' Front end &. technical spacs -:;-: Addison review ofspecs .,.. 'ARS T,. Prepare const easements tor d-wa,ys Re-establiSh CL for
geolech Establish elevation al site 01 bore-holes ::: Project control slaking .. Terra-Mar .. , Borings Pavement design RCe recommendation RelainJOg wall design info. Town review of
geotech GBW r.. Utfllty tn'location pians' rn-" Drain'age plaO$ &. details r..,. 􀁲􀁃􀂷􀁐􀀯􀁓􀁾􀀹􀁱􀀮􀀭􀁃􀁯􀁮􀁬􀀮􀀠layout arld'detalls 􀁾 : Striping layout &. details SWPPP layout &.
details hr-, Signal plan drafting f-.Jack Hatchell -.., 􀁾􀁓􀁩􀁧􀁮􀁡􀁬􀀠design .., , Timing plans -;,Url>a" Design -:r:: KickoWprogramming meeling wI Town -;;-, landscape!Sile Ugh ling
.. " lnigaoon plans :: ' Subm!1 00 Package ,... Quantities :-;;-,--Roadway 7,' -Drainage 􀁾􀀬􀀠Sigials-;,-:, Traffle: Control ":: Landscape. lighting, irrigation Man-hour ""lima/a",
001 <lir lied 1<) sc.llv<lule. .,..,.: -􀀬􀁾􀀭 l ' " "x<",)",,,',,"Li,,'", , I ! PY-'" ""7'1" v,,, ,j;:;;:;::;, """'W' "'["". • -. -, i l I I I : 􀁩􀁾􀀠 = ! PROFESSIONAl SERVICE AOREElI£NT
ARAPAHO ROAD -PHASE 11-MARSH TO SURVEYOR o 􀁾􀀢􀀠 􀀮􀁾􀀠 ! , cii r : r , I • ii, '" "I . , ==;==', , I 0 ' i: • I i• = I r::::s:.::£.J i 
MOISTURE/UNIT DRY WEIGHT TEST REPORT Proiect Name: Realty Road Addison, TX Client Name/Address: TX Sterling Construction Client Contact: Carl Wall Grand Prairie, TX Subcontract Number:
Project Number: """""""""--Mas-Tek Proiect No: 9-028-a Sample Collection Date: 4/24/02 IReport Date: 5/1102 Sample Source: Site Soil Compaction Curve No.: Sample Description: Ok Br CI
W/Rock Sieve Data: USCS Classification: None ASTMD-2487 , T.est Procedure: ._Standard ASTM 0-698 ,·Method-A Technician: , Prep. Method: Dry Rammer: Manual Specific Gravitv Gs = 2.65
(estimated) ! Liquid Limit Plastic Limit Plasticity Index %-#200 , 56 26 30 Maximum Dry Unit Weight: 86.0 pcflOptimum Moisture Content: 28.3 % \ ! 91 ! r\ '" 7 : ... i I it .... l ';:=
\ \ , I 􀁾 􀁾􀀠 er ,yo! IU e , , -! 'fi 8e , " ,s, " \ I ! I \ 􀁾􀀠 i 1/, , zw /!\ !\. Q ". V ..: 1\ Q , -\ .. , //, 81 I I V 1\ \ . 􀁾􀁖􀀠 -++ 1\ V m \ I \ : 'I' 1 t ! /􀁾7' " ,..........1--.
/1 ,,1'. 10.0 15.0 20,0 25.0 30.0 35.0 4 (0 45,0 MOISTURE CONTENT (0/, By w&ight) i 􀁾...... MAS -TEK Engineering Assoc., Inc. 
MOISTURE/UNIT DRY WEIGHT TEST REPORT , Project Name: Realty Road Client Name/Address: TX Sterling Construction Grand Prairie, TX Subcontract Number: Addison, TX Client Contact: Carl
Wall Project Number: Mas-Tek Project No: 9-028·a ISample Collection Date: 4/24/02 Report Date: 511102 Sample Source: Site Soil Compaction Curve No.: : Sample Description: Reddish Tan
SA CI Sieve Data: USCS Classificetion: None ASTM 0.2487 Test.Pr.ocedure:-Standard ASTM D·698, Method A Technician: Prep. Method: Dry Rammer: Manual Specific Gravity Gs =2.65 (estimated
Liquid Limit Plastic Limit Plasticity Index %·#200 19 10 -9 Maximum Dry Unit Weight: 110.0 pcf!Optimum Moisture Content: 12.4 % ,, 1\ 115 \ 􀁾􀀠 /; 􀁾􀀠 ::::: :::-" 'r7 , 􀀱􀁾􀀨􀀠 i\
􀁾􀀠 ," 1\ 􀁾􀀠 '1 I. . 1 J 1\ !1 \ \ 1\ 105 il\ le« Ai 'Ii ,;nl 'in, 'il /' a I\, V i.;. , z w i 11\ I Q 100 1;; Q • I'􀁾􀀠 • 95 I I "! I\ , '" 90 , I\. I 􀁾􀀠 1/􀁾􀀠 85 I I ! 1 1 I
I i 1 ,v, " "/.....V 0.0 5.0 10.0 15.0 20.0 25.0 30.0 3 "V 40.0 MOISTURe CONTeNT (% By weight) I I I i ( MAS·TEK Engineering Assoc., Inc. 
MOISTURE/UNIT DRY WEIGHT TEST REPORT Project Name: Realty Road Addison, TX Client Name/Address: TX Sterling Construction Client Contact: Carl Wall Grand Prairie, TX , Subcontract Number:
Project Number: Mas-Tek Project No: 9-028-a ISample Collection Date: 4/24/02 Report Date: 5/1102 Sample Source: Site Soil Compaction Curve No.: Sample Description: Tan Clay Sieve Data:
USCS Classification: None ASTM !)'2487 , TestProcedure:-StandardASTM D-698, Method A Technician: ! Prep. Method: Dry Rammer: Manual Specific Gravity Gs =2.65 (estimated) , Liquid Limit
Plastic Limit Plasticity Index % -#200 48 24 24 Maximum Dry Unit Weight: 102.5 pct Optimum Moisture Content: 20.5 % 108 I , 1,\ ,I '\. , ! 103 '\ 1 ! ...􀁾􀀠 1 i /, \ ,'\. : I 98 i I
,I " \ ! '" I II , i I , k " II '\. /' 􀁾 􀁾􀀠I -:-t, V , ') dl -' " I I'\. , Q I '\. , 􀁾􀀠 '88 ", " '\. 53 , ?'1 .tI /I 11 I 1/I /J 'J V 78 , I I I 􀁾􀀠"..... 10.0 15.0 20.0 25.0 30,0
35.0 40.0 45.0 MOISTURE CONTENT (% B y wei 9 ht)MAS •TEK Engineering Assoc., Inc. 
---------------------------------------------------------------------------------------------------------------------------TEXAS-STERLING CONSTRUCTION, LP LETTER OF TRANSMITTAL 2100
N Hwy 360, Suite 106-A Grand Prairie, Texas 75050 !DATE ! "e -N'll JOB NO. T-0202 Tel: 972-606-2733 ATTENTION:. Mr_ 􀁌􀁵􀁫􀁥􀁴􀁜􀁊􀁡􀁉􀁾􀁲􀁴􀀯􀁐􀁲􀁏􀁪􀁥􀁣􀁴􀀠lVI<u1ager ___ Fax; 972-606-2713
i'---RE: : . , Road, Marsh Ln to Surveyor Blvd To: TOWN OF ADDISON --------------------------------------------1 168{j1.Westgrove [)rlve=-=-=-_ Texas 75001-9010 WE ARE SENDING YOU D:
ATTACHED 0 UNDER SEPARATE COVER VIA ____THE FOLLOW1NG ITEMS 0 SHOP DRAW1NGS 0 PRINTS PLANS 0 SAMPLES 0 SPEC1FICATIONS 0 COpy OF A LETTER CHANGE ORDER COPIES DATE NO. DESCRIPTION 5 ""
nf i I--------i------+------1---! ----------------------_._---------------------------------------------THESE ARE TRANSMITTED as checked belOW: FOR APPROVAl APPROVED AS SUBMITTED o RESUMBIT
___COPIES FOR APPROVAL o FOR YOUR USE o APPROVED AS NOTED o SUMBIT COPIES FOR DISTRIBUTION o AS REQUESTED o RETURNED FOR CORRECTIONS o RETURN CORRECTED PRINTS o FOR REVlEW & COMMENT
o FOR BIDS DUE _______19 PRINTS RETURNED AFTER LOAN TO US REMARKS: ------.._-_._-----_._.-_._-_._.. _---_._-------------_._.------_.. ----_. ----_._----_._--._--_._. ---_. -------_._-----------------
._--------------------COpy TO: SIGNED: SAVEOA$: F:\ C;\1PROJECT\FORMS\TRANSMIT"1NK4 Project Manager 
WATS (800) 52!1-B242 • FAX surfw:s 􀀬􀀬􀁾􀁨􀁫􀀺􀁩􀁪􀀠 Sent By: HP LaSerJet 3100; 2149057565; Apr·4·02 8:50AM; Page 213 :"" INC 6975 W. CRAFCO WAY' CHANDLER, : APPLICATION lNSlRUCTIONS
"' ....... ,ADSAVER SILICONE SL U-CI.l.'1.IJU'1.l Cmfco Roadsav\:r low modulus poli.Land The sealant Is . curing lIcxl1:>le seal. is a uniquely formulated usc in seallng joints in IIlId
Asphalt OOfi<:rcte pav_ellts. as a a:omponent moisture • a lasting weather resistant Resealing' Old sealant be 􀁲􀁥􀁭􀁯􀁶􀁾􀀠 by a.o,y appropriate methOd such asjlUSUlg adoint plow,
a mm<:r, or hooks. After removal the joint i$ to bo saw ClIt to an appropriate to provide clean vertical bonding surllIces which from contamination by old sea.lilllt. As a W;ncra1 the
joint should t. sawn to a width whlch is between inch and 1/4 inch wider than the original joint. The joint depths 􀁬􀁩􀁳􀁴􀁾􀀠in the JOINT 􀁐􀁒􀁬􀁾􀁁􀁉􀁾􀁾􀁲􀁉􀁏􀁎􀀺􀀠 "New Joint' used
For reservoir width of New JolnlS: time of 7 days is 3/4 inch, joint depth be 3. minimum 1 718 inch. inch. recommended concrete. To obtain The additional and cleaning operations sutlIcten!
spacing sbould be contained in the above Joint" section should then be approximately· performllllOe, jOint followed. spacing· 20 feet. Reservoir depth for 318 inch be 1 to 1·114 inch,
and tor Nute: Air voids may 􀁤􀁥􀁬􀀧􀁾􀁬􀁣􀁬􀁰􀀠within the sealant if the 112 inch loch. A minimum 114 moisture content or pavement and ambient inch 􀁭􀁾􀀢􀀠􀁊􀁵􀀮􀁭􀀬􀁾􀀠rj:o$unendea.
A dciuble cut joint de$ign temperature is high. phellOlIlllllon gellerally as illustrated page is recommended. ()Ccur! when tbe sealant been applied to Jolnu in Thi. design . sealant
and may prevent green conerete during hot and humid condition" failure in the malorial$ Wann ambient . 􀁡􀁾􀁣􀁥􀁬􀁥􀁲􀁡􀁴􀁥􀀠 pavement :u:cumulate surface and traffic loads hydration
􀁾􀀮􀁤􀀠the ot moisture VlIpOn. These continue. We: the widening cut not be sawn moisture "upon wiu through partially cured any deeper !,roper sealant coafigurallon. material creating
air When the sealant ha. After sawing, flush the joints with Water to obtained a fall cure will develop. A test remove a Sluny. After the joi nts have section should be to "determine
if condltloll5 dried, just . the remaining residue are adequate so do notdevelop. (Ising a nonmust be Joint face.! mult gag sUicone sealant . reduce the risk ot alr be I'IImove remalnias
traces pocket formation. 􀀧􀀬􀁩􀁴􀀻􀀺􀁴􀁾􀁾􀁬􀁬􀀮􀁴􀁴􀁨􀁬􀀺􀀠 Crafe. Product of sawing SIlIldblasting. the nozzle Manager 􀁴􀁯􀁾􀀠further it should bo 􀁾􀀠incheMf the surll!ce being
cleaned. the joint should be thorougb.ly BACKER ROD 􀁐􀀺􀁕􀁾􀁅􀁍􀁅􀁎􀁔􀀺 cIea!Ied 􀁣􀁯􀁭􀁰􀁲􀁾􀁤􀀠air with a mlnimum After completion of the preparation operation and and oil \rops are
required on final cleanliness' backer rod should be placed in of ·the 􀀮􀁢􀁯􀁶􀁾􀀠 cleaning the joinl. A polyethylene foam rod 􀁉􀀩􀁭􀀮􀁾􀁪􀀡􀁥􀀠v.nical, 􀁩􀁮􀁴􀁡􀀬􀀻􀁾􀀠and elean bon\iing
should be used. seryes as a bond 􀁢􀁾􀁲􀀮􀀠 <:onUiminlmIS and are dry. preventing the sealant bonding to the botlOm of the Joints ShOUldi to assure that an joint and avoiding s=. It
also controls the appropriate 􀁾􀀺􀁲􀁵􀁾􀀺􀁾􀀡􀀠 been achieved. This depth of tho sealant. The backer rod should be can be 􀁍􀀨􀁾􀁭􀁪􀁰􀁬􀁩􀁓􀀢􀀧􀁥􀀼􀁬􀁦􀀠 yoUr tlnger along each oversized
by abeut 2S to form a tight fit in the jain! face, if and conta.tnlnants occur, joint and pravid. r"r proper ..alant additional be perfGl'llled until all dust placement. TIght Sealant
seeks its own IIIId level and wiil flow around a.o,y voids and rUn down Wlder backer rod. 1:>e installed by hand. but II roller device is to speed its insta1laLion and : OONStSTENT AND
DEPENDABLE SERVICE AND r-M'JUU"_ . TO SATISFY. THE OUS.TOMeR AND OUR COMPANY'S 􀀢􀀧􀁖􀀧􀀢􀁌􀁾􀀠
lent By: HP LaserJet 3100; 2149057565; ApJ'-4-02 8:50AM; Page 2/3 6975 W. CRAFCO WAY' CHANDLER, INC WATS (SOO) 52l!-6242 • FAX APPLICATION INSTRUCTIONS ADSAVER SILICONE SL >J.I.:J.c"1.IJU"1J.
Crafco 􀁒􀁯􀁡􀁤􀁳􀁡􀁶􀁾􀁲􀀠􀁾􀁾􀁉􀁩􀁾􀀺􀀽􀀺􀁲􀁩􀁳 a uniquely formulated low modulUII u! use:in sealing joints in portland QQ_tc pe.vem.<onts. The sealant Component moisture curing a
lasting W<:ath.r resistant flexible seal. JOINT 􀁰􀁾􀁲􀁴􀀱􀁾􀁾􀀺􀁾 nlS time of 7 day$ Is Iseallrtll!n1lW conerete_ To obtain 􀁬􀁬􀁥􀀴􀁜􀀩􀁭􀁗􀁬􀁃􀁾􀀬􀀠joInt spacing Sbould be For <!ptlmum
perfonrumce, joint tlia.n. 20 fe.t. Reservoir depth sbould be 1 10 1·1/4 lncll. and for inch. A minimum 114 ti'<>:trunendea. A double cut jOint design page is recommended. sealat\! and
may prevent 􀁬􀀺􀁶􀁾􀀺􀀺􀁾􀀱􀁮􀁾􀀺􀀻􀁾􀁾􀁾􀁾􀁐􀁾􀁾􀁳􀁩􀁬􀁾􀀠mntenaI. sutfact and traffic loads the widening cut not be sawn for proper sealant l:Oooguration. flUsh the joints with water
to remove a. saw Sluny. After tbejoinls have dried., ju:n Ihe remo,ining residue must be 􀁲􀁥􀁬􀁬􀁬􀁯􀁾􀀺􀁤􀀠 ilutdbllasiinl! '''Bolh Joint faces must be to remove remaining tta<:ti
otsawlng di'e<itive sandblasting, the newt $bould be :11 il:!ches'of the sUl'face being cleaned. tlte joinl should be thorougbly cleaned compressed alr wilh a minimum pressure of 9011l$11t
!rnd oil Imps are required on 􀁯􀁢􀁪􀁾􀁴􀀠 arlhe 􀁡􀁢􀁯􀁶􀁾􀀠 eleaning ll.twtle venlCal, 􀁩􀁮􀁴􀁡􀁾􀀠and clean bonding MfllC':8 "thic:!ll1I1f,ftjle from :ill contamillllDt!) and are
dry. I<>iI:!ts 􀁢􀁣􀁩􀁩􀁬􀁾􀁴􀁣􀁦􀁴􀁬􀁬􀁬􀁹􀀠 inspected 10 assure thel an 􀁡􀁰􀁰􀁲􀁯􀁰􀁲􀁬􀁩􀁬􀁡􀀺􀁴􀁥􀁾􀁾􀁾􀁗􀁩􀁾􀀺􀁉􀀺􀁾􀁾􀁾􀁾􀀧􀁾􀀡􀁨􀁡􀁳􀀠been achieved. This can be 􀁾􀀠 y<!Ur finger
along each joint fuee, if and conlalnirumts occur, additional be performed untll all dust Resealing: Old sealant be removed by any appropriate method such asj'ilSirlg ajoint plow, a
rOUler, or hooks. After removal of the jOim is to be saw cut to an appropriate to provide clean vertical bonding surfaces which from contamination by old sealant. As a g¢lleral the joint
should be sawn to a width which is between inch and 114 Illch Mder Ihan !he original joint. The JOint depths listed in the "New Joint' sectiOIl \l.Ied. For reservoir width of 3/4 inch,
joint depth be a. minimum 1 7/8 inch. The additional and cleaning operations contained in the .bo1le Joint" section should then be tallowed. Note; Air voids may d""Mo,n witbin the sealant
Ii the moisture content of pavement and lUllblent temperature is higb, pbenomenon generally 􀀶􀀼􀀧􀁾􀁵􀁲􀁳􀀠when tbe Jell1ant been applied to jolnls iI:! green concrete during bot and
humid conditions-Warm ambient Acceiel'llte pavement hydration Bnd tbe of' moisture vAPOrs. Tbese moistllre vapors will through partially CIlred material ueatillg air When the ""alant
has obtruned a full 􀁾􀁵􀁲􀁥􀀠 will deYelop. A lest section .hollid be to 'determlne If condition. are adequate 80 not. develop, Using a nonug silicolle sealant . reduce tbe risk of
alr pocket formation. 􀀧􀁬􀁾􀁾􀁾􀁴􀀡􀁾􀁩􀁾􀁮􀁾􀁴􀁨􀁣􀀠 CrafcO Product Manager tOt further i, BACKER ROD PUijeEMENT: After complet\on of the pseparauon operation and final,leanliness
􀁢􀁾􀁣􀁫􀁥􀁲􀀠rod should be placed in Ihe joint. A polyethylene foam rod should be used. seryei as a bond 􀁢􀁾􀁲􀀬􀀠 preventing the sealant bonding to !he bottom of the joint and avoiding
stress. It alsocontrols the depth of the sealant The backer rod should be oversized by about 25 to form a tight fit in Ihe joint and provide 1Qr proper seallUlt placement. 11gbt fit Is seeks its own
I\Ild level and wiil flow illto any voids and rim down under 􀁢􀁾􀁣􀁫􀁥􀁲􀀠rod. be installed by hand, but a roller device is to 5peed it; illStallatiOIl and : CONSISTENT AND DEPENDABLE
SERVICE AND r,.."uu',", : TO SATISFY· THE QUS.TOMER AND OUA COMPANY'S 􀀢􀁖􀁊􀁾􀀢􀀧􀀺􀁉􀀠
Sent By: HP laserJet 3100; 2149057565; Apr-4-02 8:50AM; Page 2/3 . . 6975 W, CRAFCO WAY' OHANOLER, INC WATS (800) 52&.8242 • FAX :IM APPLICATION INSTRUCTIONS ..""ADSAVER SILICONE SL
Resealing: Old sealant be l'Ilm¢Vtd by any Crafco is a uniquely formulated approptiate method such as/:llSiIlg aJoint plow, a rOUler, or low modulus use:tn sealing joints in hooks, After
removal of 􀁳􀁥􀁡􀁬􀁡􀁮􀁾􀀠the joint is to be saw portland and &.phaIt ooncrcfC pavements, cut to an appropriate to provide C!eaLI vertical 1lle sealant Is as a 5l.nglc component llIoistUre
lxlniling 􀁳􀁵􀁾 which from contamination by old I."III'ing w!i,I;h!I,rovi4eS. a lasting W<:ather resistant sealant. As II g<:no:rat the joint $hould be sawa to a flexible seal. width
which Is between in<::h and 114 incb wider than the original joint. The Joint depths IiSled ill the JOINT 􀁰􀁲􀁵􀁤􀁐􀁁􀀡􀁕􀁾􀁲􀁉􀁏􀀺􀁎􀀺􀀠 "New Joint" =tion Il!ed. FQr reservoir width
of time of 7 days Is 3f4 inch, Joint depth be a. minimum 1 7fS !.ncb, 'new concr;lc, To obtain The additional and cleaning operations join( $paclne sbould be contained in the .bove Joint"
section should then be petformance, j¢int [ollowed, tre<ltertlw,20Ii:et Reservoir depth , be 1 to 1·114 Inch, and Cor Note: Air Tolds may 􀁤􀁥􀀱􀁲􀁾􀁬􀁣􀁬􀁰􀀠withill the sealant it the
112 inch, A minimum 114 moisture cooteot or pavement and ambient 􀁾􀀮􀁾􀀢􀀠J""""'''' tiiocfrunende1l, A double cut joint design temperature if high. phenomenon generally of : page is
recommended. 􀁯􀁣􀁾􀁵􀁲􀁳􀀠when tbe sealant been applied 10 joints In 􀁾􀀺􀀧􀁰􀁣􀁩􀀮􀁮􀀠 􀁴􀁨􀁾􀀠 sealSJit ami may prevent green concrete during and bumid conditions. mAterluls Warm
ambient . accelerate pavement swfaCC and trafllc loads hydration and the of molrture 􀁶􀁡􀁾􀁯􀁲􀁳􀀮􀀠 􀁔􀁢􀁥􀁾 the widening cut not be sawn moistllre ""pors will througll partially cured
for proper sealant conllgurntion. material creating air When the sealant has flUsh the joints with water to obmloed a (ull cure will develop. A test remove a saw SlU1l')l, AflJ:r the
joints have seCtion sbould be to 'determine if cOlldltlons dried, just the n>maining residue are adequate 80 not,develop, Using Alionmuslbe "Both joint f..􀁾 must sag ,lIienno sealant
reduce the risk of lllr be 􀁲􀁥􀁭􀁯􀁶􀁾􀀠remaining traces pocket formation. • 􀁾􀁴􀁾􀁾􀁾􀁾􀁮􀀮􀁬􀁬􀁢􀁥􀀠 Crafco Product of !awing effi:dti,'e sandbll\$tlng, the IlOl':l:le Manager tor
furtber it should be the 􀁳􀁾 being dcaru:d, should be Ih</rougbly BACKER ROD PUI!CE:MENT: cleaned air with a minimum After completion of the preparatloll operation and presst\l'e of
901ipsi! l\lou.mrc oil !.rap' are required on final cleanliness backer rod should be placed in of the above cleaning the joint. A polyethylene foam rod 􀁰􀁬􀁜􀀩􀂷􀁾􀁴􀁬􀁥􀀠􀁶􀁥􀁮􀁬􀁾􀀮􀀠intact,
and clean lxlnding should be used. serves as a bond breaker, 􀁾􀁦􀁲􀁩􀁥 ,,,,m "II conllirnil1llnl$ and are dry. preventing the sealant bonding to the bottom of'the snou!(li to assure
thet an joint and avoiding stress, It al SO controls the depth of the 􀁾􀀠 The backer rod should be bas been achieved. This yoiu" linger along each oversized by about 25 ro form a tight
fit in the and conlaI1linaats occur, joint and provide for proper sealant placement. TIgIIt fit i. SeaW\t seeb its own 􀁩􀀺􀁾􀀺􀀡􀀺􀀡􀁾􀁾􀁾􀀺􀀽􀀬􀁢􀁥 peribrmed until aU dUSl level and
will flow into "around any voids and rim down under backer rod, be installed by balld. but" roller device is to speed its inStallation and : OONSISTENT ANO OEPENDABLE SERVICE AND 􀁲􀁲􀀢􀀧􀁶􀁾􀀧􀀢􀀬􀀠
" TO SATISFY, THE CUS,TOMER AND OUF>. COMPANY'S ,,",U/,"'I 
􀁯􀁢􀁪􀁾􀁴􀀠 of the . remQVed. sant By: HP Lasal'Jet 3100j 2149057565 ; Apr·4·02 8:50AM; Page 2!3 6975 W. CRAFCO WAY' CHANDLER, WATS (SOO) 52B·8242 • FAX APPLICATION INSTRUCTIONS 􀁾􀁾􀀬􀁲􀁴􀀮􀀮􀁵􀀧􀁯
􀁲􀁴􀀮􀁖􀁅􀁒􀀠SILICONE SL ....A.:J.<"1.LUL"1J. After removal of the joint is to be saw an appropriate to provide clean vertical fi¢XIolc 􀁾􀀮􀀠 Resealing: hooks. cut to sealant. bonding
surl'ace5 which from contamination by old As a 􀁧􀁥􀁮􀁾􀁲􀁡􀀱􀀠 the joint should be sawn. to a width whlch III between inch and U4 Incb wider than the orlgintU joint The jOint depths
listed In the JOINT PRIm>AlRATION: "}lew Joint' section U$Ild. For reservoir width of New Joines: time of 7 daye is 3/4 inch, joint depth be a minimum 1 1/8 Incb. recommended concrete.
To obtain The additional. and cleaning operations su.tnclent spacing should be contained in the above section should then be approximately performance, joint followed. spacing 20 feet,
Reservoir depth for 318 inch wme m,III' . be 1 to 1.l/4Inch, and for Note: Air ydd. may de1!tlGlp within the sealant if the 1/2 inch wide ill1:h, A minimum 1/4moi.!!1ure cOlltent of
pavement and ambient Inch wide AdOuble cut joint dt$ign tampenlure is high. phenomenon generillly as illustrated 00111$ page is recommended. occurs when tbe sealant been applied to Joint!
In This design tho sealaJlt and Illny pteve:tlt green concrete during and humid conditions. failure in the materials Wann ambient accelerate pavement accumulate surface and traffic loads
hydralion .nd tbe of moisture vapon. These Dloj,ture I'apofs will through partially cured continue. 􀁷􀁥􀁩􀁾􀁴􀁴􀁾􀀺􀁲􀀠 widening cut not be sawn material creating air When the sealant
bas any deeper p proper 􀁾􀁡􀁮􀁴 configuration. After flUsh the joinlS with water 10 obln/oed a filII cure will develQp. A test remove a $Iw:ry. After the joints have section should
be to 􀂷􀁤􀁥􀁴􀁾􀁲􀁭􀁩􀁮􀁥􀀠if c6pdltlon. dried. Just the remaining residue Are ndequatt 80 air do lIot.develop. {fsing AnOllmust be ..Botb joInt fa.ce! IIIUst sag sUleone r.ealant reduce
the rl$k of air be remove relllallliag traces pocket formation. the Cratea Product of Jawing . sandbl.as!lng. tho nozzle should lle 􀁾􀀠iDcheso{!he surtlIce being cleaned. the joint
should be thoroughly BACKER ROD Pl.J\.ICE:MENT: cleaned comprissed air with a mlnimum After completion of the pn::paranoQ operation a.ud pressure of 􀁾oil 􀁾􀁡􀁰􀁳􀀠are required 011
final cleanliness backer rod should be placed In abOve aieaning the joint. A polyethylene foam rod pxl.\1rt\e vertiCal, intaCt, and clean bonding should be used, serves as a boud breaker.
from an contamiIlllRI$ and are dIY. preventing the 􀀵􀁥􀁬􀁬􀀡􀁾􀁬􀁜􀁴􀀠 bonding to the bottom or'the to assure that an joint and avoiding $II'CSS. It also controls the been achieved.
This depth of the sealant The backer rod sbould be yoin' finger along each oversized by about 2.5 10 form a tight fil In the and contamlnants occur, joint and provide for proper s-ealAnt
be perl'onned until all dU51 placement. TIght fit II Sealant seeks its own Old sealant be removed by any appropriate method S\leh asjlllSillg ajolnt plOIV, a rOUl<or. or level and will
flow into aro\l!ld any voidS and rim down under lr.\cker rod. be.installed by hand, but a roller device is to 5peed irs InSUIllalion and , CONSISTENT ANO OePENDABLE SERVICE AND """,\.Ie'",
: TO SATISFY-THE CUS.TOMER AND OUR COMPANY'S 􀁵􀁶􀀬􀀢􀁾􀁾􀀠
􀁓􀁾􀁮􀁴􀀠 By: HP 􀁌􀁡􀁳􀁾􀁲􀁊􀁾􀁴􀀠 3100; 2149057565; Apl'-4-02 8:50AM; Page 213 6975 W. CRAFCO WAY' CHANDLER, WATS (800) 528-6242 • FAX APPLICATION INSTRUCTIONS ADSAVER SILICONE SL
􀁕􀁾􀁌􀀧􀀱􀀧􀀦􀁵􀁌􀀢􀀧􀁬􀀠 Crafco Roadsavi:lr low modulus portlarul The sealant Is curing flexible seal. is auniquely focmulated use In sealins joints in co_e pe.vements. oomponenl moisture
weather resistant JOINT PRlRlPAlRA Resealing: Old sealant be rnnwcd by any appropriate method such asj'llSulg a joint plow, a router, or hooks. After removal the joint is to be saw cut
to an appropriate to provide clean vertical bonding sutfaces which from contanllnation by old sealanl. M a general the joint $hould be saw.. to a width whlch l! between 􀁩􀁾􀁨􀀠and U4
inch wider than the od&inal joint. The joint depthS Usted in the 'New Joint" section used. For reservoir width of 3/4 inCh, joint depth be a. minimum 1 7/8 inch. 􀀪􀀺􀁾􀁾􀀮􀁾􀀮􀀧􀁥'n􀁵e􀁲w􀁥
􀀠ctoimncer etoe.f 7TodaoybstaiIns Tile additional and cleaning operations spacing shoUld shoUld be cont.ine<l in the abovo Joint" section should then be 􀁾 qptlimwrn performance, jOint
followed. 20 feet. ReselVO!r depth .be 1 10 1·1/4 incb, anc! for Note: Air yolds may 􀁤􀁥􀀢􀁾􀁬􀁯􀀡􀁄􀀠wltbln the sealant if the inch. A minimum 1/4 moisture contellt of pavement and
ambient qlc.:lrunendei!. AdOuble cut joint design temperature is high, phelWmenon generally page is recommended. occurs When the sealant been applied to joints in l$uiPOrt 􀁴􀁨􀁾􀀠 sealant
and may prevent green concrete during and humid conditions. if'non-(:ompresslble IlllIleriaIs Warm I\Jtlblent accelef'ate pavement javemelll sw:face and traffic loads hydration and tbe
Ilf mQisture vapors. These widening cut oot be 􀁾􀁷􀁮􀀠 mOisture ''lIpors will througb partially cured 􀁾􀁡􀁮􀁴 contlguration. material treating air When tho sealant has the joints with
water to obtained a full cure will develop. A test nmove i Aller !be jOints haV1! section should be to 'determlne if conditions dried. just !be remaining residue ore odequnte SO air
Ilotdevelop. ((slog a oQnmust be '" Both jolol faces mull sag sllkone ""alant .,.,1II . reduce the risk of air be remove nomaioing tne.. pocket fQnn.tiDIl. 4, 􀀬􀁾􀁾􀁾􀁴􀀡􀁾􀀺􀁾􀁲􀁩􀀮􀁬􀁴􀁨􀁥􀀠
Crafeo Product of sawing sandbla$llng. the IlO1:Zle Manager far further i. should be : lnches,oi the su.rface being cleaned. should be theroughl.y BACKER ROD 􀁐􀁌􀀮􀁬􀁜􀁉􀁃􀁅􀁾􀁍􀁅􀁎􀁔􀀺
cleaned 􀁴􀀺􀁾􀁾􀀺􀀧􀀺􀁾􀀠 After completi<ln of the preparation operation and 􀁾􀀠 !lDc! Qialli!r1 lpwsi tahr ea r emquJinreimd uomn final cleanliness backer rod shoulc! be placed in
comprei$SOr objj:ct of ·the 􀁡􀁢􀁯􀁶􀁾􀀠 cleaning the join!. A polyethylene foam rod opern.tions is 􀁰􀁾􀁬􀁪􀀡􀁥􀀠venlCal, intaCt. and clean bonding should be used. serve! as a bond
bre;akcI, surfaces from all conlliminllnl$ and are dry. preventing the sealant bonding to the bottom o(the 10lnts should! to assure that an joint and avoiding $ItCSS. II also controls
the appropriate been achieved. This depth of the sealant The backer ,00 should be can be yoiu finger along each oversized by about 2S to form a tight tit in the joint !\Ice, if and contmnltlants
occur, jOint and provide fot proper sealant additional Ix: perfOll1led until all dust placement. TIght fit II Sealant seeb its own rem()ved. level and will flow Into amuncl any voids
and rim down under backer tQ<i. can be installed by hand, bllt a roller device is to p;peed its installation and and • CONSISTENT ANO DEPENDASLE SERVICE AND 􀀢􀀧􀁍􀀬􀁊􀀢􀁾􀀧􀀼􀀧􀀻􀀠
: TO SATISFY· THE CUS,TOMER AND OUR COMPANY'S 􀀢􀁕􀁉􀁾􀁕􀀺􀁦􀀠
LIST OF SUBCONTRACTORS ARAPAHO ROAD-PHASE II Marsh Lane to Surveyor Boulevard Barricades/Signs: Texas Sterling Construction, LP StructureslInletlWalls/Shafts: Laughley Bridge & Construction,
Inc. Attn.: Mr. Charles Laughley Phone: #817-401-3306 Fax: #817-441-9988 Traffic Signalization: Durable Specialties, Inc. Attn.: Mr. Jeffrey C. Bryan Phone: #972-296-6324 Fax: #972-780-7411
Testing: Mas-Tek Engineering & Associates, Inc, Attn.: Mr. Neal Mason Phone: #972-709-7384 Fax: #972-709-7385 Field Engineering Drown & Drown Attn.: Mr. Richard Drown Tele.: #214-676-4707
Fax.: #972-442-..3.. 089 Sawing & Sealing T.P. Mex, Inc. Attn.: Mr. Mackie Gibson Tele: 214-631-0590 Landscape & Irrigation Unkown Concrete Supplier Lattimore Materials, Inc. Attn.:
Mr. Robert Davenport Tele.: #972-221-4646 Steel & Accessories: Lofland Company Tele: 214-631-6699 Water/Sewer Pipe Hughs Supply, Inc. Attn.: Mr. Willy Kirkly Tele: #972-556-0611 Storm
Sewer: Rinker Materials Attn.: Vanden Tele: #817-491-4321 Hydrated Lime: Texas Statilization Attn.: Russel Greeber Tele:# 940-440-3400 Fax.:#940-440-3405 Median & Street Brick Pavers
A&A ConstructionfCo. Attn.: Alfredo Ang\iano Tele: #817-267-2757 Fax.: #817-267-2887 Cell: #8I7-657-4305 Temp & Perm. Pavement Markings Metroplex Pavement Marking LLC. Attn.: Greg Gunta
Tele: 972-514-0543 Fax.: 972-790-1519 
MOISTURE/UNIT DRY WEIGHT TEST REPORT !-,-P..;.r.=.oic::!e.::.ct:..,;N,..;;a::;;m.:.:e",:,--:-,R,-=-e=.;a",-IW,,=,:R;;.:o;.;;a:.;:d:-..",-.....,,-__--,.___..,.:A""d=dison, TX Client Name/Address:
TXSteriing Construction Client Contact: Carl Wall Grend Prairie, TX 􀀱􀀭􀀽􀀭􀀭􀀭􀀺􀀭􀀭􀀭􀀺􀀭􀀭􀀭􀁣􀀢􀀺􀀭􀀺􀀭􀀭􀀺􀀭􀀭􀁾􀀧􀀭􀁾􀁾􀀭􀀭􀁾􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀁢􀀭􀀺􀀭􀀭􀀺􀀢􀀢􀀺􀁃􀀺􀀭􀀭􀀺􀀭􀀭􀀭􀀧􀀭􀀭􀀭􀀭􀀭􀀭�
�􀀭􀀭􀀭􀀱􀀠 Subcontract Number: Project Number: Mas-Tek PrQject No: 9c028-a Sample Collection Date: 4f9f02 Report Date: 4/12/02 Sample Source: Site Soil Compaction Curve 􀁎􀁯􀁾􀀺􀀠 Sample
Description: Brown CI W 1Lime Stone Sieve Data: USCS Classification: Fra.gments None ASTM 1J..2487 Test Procedure: Standard, ASTM 0-698 Method A Technician: Prep. Method: Dry Rammer:
Manual Specific Gravity Gs 2.65 (estimated) liquid Limit Plastic Limit Plasticity Index % .#=-=2;:;00"---_-1 45 18 27 Maximum Dry Unit Weight 96.6 pcf Optimum Moisture Content: 23.5
% 108 I I I 1 I I I I 􀁾􀁾􀀫􀀭􀁲􀀫􀁾􀁟􀀫􀀧􀁾􀀫􀁉􀀭􀁐􀀢􀁾􀁲􀀭􀀻􀁉􀁾􀀫􀀭􀁲􀁾􀀭􀀭􀁲􀀫􀀭􀁾􀀭􀁲􀀫􀀭􀁲􀀭􀁬􀁾􀀭􀀫􀁾􀁾􀀫􀁾􀀫􀁉􀁟􀁾􀁉􀁾􀀭􀀱 􀁾􀀭􀁾􀀭􀀫􀀭􀀫􀀭􀁉􀀭􀀫􀀺􀀭􀀺􀁲􀀺􀀫􀀭􀁲􀀫􀁾􀁉􀀬􀁾􀁟􀁾􀁾􀁉􀁾􀁉􀁾􀁾􀁾􀁾
􀀭􀁬􀁾􀁾􀁾􀀫􀀭􀁉􀀭􀁾􀁾􀀧􀀫􀀭􀀱􀀫􀀭􀁲􀀫􀀮􀀫􀀭􀁟􀀫􀁟􀁾􀁉􀁟􀁾􀀠 􀁲􀀴􀀭􀀫􀀭􀁬􀀭􀀫􀀭􀁾􀀭􀁩􀁉􀀭􀀫􀀭􀁲􀁾􀀧􀁾􀁾􀀭􀀫􀀧􀀭􀀫􀀭􀁾􀁊􀀧􀀫􀀭􀀫􀀭􀁾􀀭􀀫􀀭􀁬􀀭􀀫􀀭􀀫􀀭􀁩􀀭􀀫􀀭􀀫􀀭􀁬􀀭􀀫􀀭􀀫􀀫􀀭􀁾􀀠 􀁲􀀫􀀫􀀭􀀭􀀭􀀫􀀫􀁾�
�􀀡􀁾􀀭􀀫􀀫􀁾􀁈􀀫􀁈􀁉􀀭􀀪􀀫􀀫􀀭􀁬􀀭􀀫􀀫􀀫􀁉􀀧􀁾􀁾􀀼􀁔􀀫􀀫􀀭􀁬􀀭􀀫􀀫􀀫􀀭􀁬􀀭􀀫􀀭􀀱􀀠 􀁲􀀫􀀬􀁾􀁾􀁾􀀺􀁾􀁩􀁊􀁾􀀭􀀫􀀫􀀭􀁾􀀭􀀭􀁬􀀭􀁾􀀬􀀭􀁩􀀭􀀫􀀬􀀭􀁈􀀫􀁾􀀭􀀫􀁾􀁾􀀬􀀫􀀬􀀭􀁩􀀭􀀫􀀧􀁾􀁾􀀭􀀫􀁾􀁬􀀭􀁩􀀭􀀫􀀬􀁾􀀠
83 I IJI +-l--t-Hrl-++t-r-l-r++-t--l-t-+-t-t-N-t-,ir--+,--I-t-i 􀁾􀁬􀀭􀀫􀀭􀀫􀀭􀁲􀀫􀀭􀁾􀁾􀀭􀁪􀀭􀁲􀁾􀀫􀀭􀀫􀁾􀁲􀁬􀀭􀁴􀀭􀀫􀀭􀀫􀀭􀁾􀁾􀁌􀀧􀁾􀁾􀀭􀀫􀀭􀀫􀁉􀀧􀁾􀁟􀁉􀀬􀀮􀁾􀀭􀀫􀀧􀀭􀀫􀀭􀁬􀀭􀁾􀀬 I
i I I! ,I • I I, Til ILl '1...11 78 I 1 1 1 I 1 1-1--+-,1 I' I 􀁉􀁾􀁉􀀠􀁉􀁾􀀭 ,;{'lRNI::LlL ''I •.5.1.E.• I I 98 􀀫􀀭􀀫􀀭􀀫􀀭􀁈􀁾􀀭􀀫􀀭􀁈􀀭􀀫􀀫􀀫􀀭􀁩􀀭􀁴􀀭􀁉􀁈􀀭􀀬􀀧􀁾􀁉􀀭􀀫􀀭􀁲􀀭􀁴􀀭􀁈􀁉􀀭􀀫􀀭􀀫􀀭􀀫
􀀭􀁲􀀭􀁬􀀭􀁩􀀭􀀫􀀭􀀫􀀭􀁬􀀭􀀫􀀧-+D i I \. I 10.0 15.0 􀀲􀀰􀁾􀁏􀀠 25.0 30.0 35:1)" PRE IG.M. 45.0 MOISTURE CONTENT (% By weight) MAS -TEK Engineering Assoc., Inc. 
I MOISTURE/UNIT DRY WEIGHT TEST REPORT Project Name: Realty Road. CHent Name/Address: TX Sterling Construction Grand Prairie, TX Addison, TX Client Contact: Carl Wall i Subcontract Number:
Project Number: Mas-Tek Proiect No: 9-028-a ISample Collection Date: 4/9/02 Report Date: 4112/02 Sample Source: Site Soil Compaction Curve No.: Sieve Data: !USCS Classification: Fragments
Sample Description: Ok Sr W/Lime Stone None IASTM 0-2487 Test Procedure: Standard, ASTM D-698, Method A ITechnician: ! Prep. Method: Dry Liquid Limit : 57 27 30 I Rammer: Manual Specific
Gravity Gs =2.65 (estimated) Plastic Limit Plasticitv Index % -#200 Maximum Dry Unit Weight: 91.8 pcflOptimum Moisture Content: 26.1 % :m . . , . 105 , ; ; , . i 100 , .. i , II • '..-I
; · , 95 --, -90 I I 0, ,n . · . , , '" -0 . : .s . , , I 􀁾􀀠 , ., 65 ; . Z • I w -Q . 􀁾􀀠 I Q 80 . · . , , , ..-. · . 75 ; I , . , , 70 ; I ,I , I --, I ! , I --'65 I I I , : . ..
I 60 I · ; I : 15.0 20.0 25.0 30.0 35.0 􀁃􀁏􀁒􀁎􀁾􀁏􀁎 a.S1:,tO I MOISTURE CONTENT (% By weight) r.r. ENTIG.M MAS -TEK Engineering Assoc., Inc. 
LIME SERIES Method: Project No.: Sample: pH 9-028-a Project Name: Dk Brown CI WI LS Fragments Realty Road Liquid Limit: 57 Plasti Limit: 27 Plasticity Index: 30 Lime Added {%} 0% 2%
4% 6% 8% 10% Jili 8.40 11.94 12.18 12.21 12.24 12.26 MAS -T EK Engineering & Assoc., Inc. 
􀁃􀁏􀁒􀁎􀁅􀁾􀁾􀁏􀁎􀀠 LIME SERIES Method: Project No.: Sample: pH 9-028-a Project Name: Realty Road Brown WI Limestone Fragments Liquid Limit: 45 Plasti Limit: 18 Plasticity Index: 27
Lime Added (%} 0% 2% 4% 6% 8% 10% ID::! 7.91 12.04 12.21 12.23 12.25 12.26 B.S.!.E."'. 􀁾􀀮􀁍􀀠 MAS -TEK Engineering & Assoc., Inc. 
LIME SERIES Method: Project No.: Sample: pH 7􀁾􀀰􀀹􀀷􀁾􀁢􀀠 Project Name: Dark Brown Clay ESWTP II Liquid Limit: 57 Plasti Limit: 19 Plasticity Index: 32 Lime Added (%1 0% 2% 4% 6% .8%
10% Jili 8.45 12.43 12.49 12.48 12.49 12.5 MAS -TEJ{ Engineering & Assoc., Inc. 
y.-,,--... 􀁾􀀭􀁾􀀠 [(,.l°Otl-􀀵􀀱􀁾􀀡􀁁􀁾􀀠 (Z ..--zt.( /--5 C; t S, 􀀼􀁾􀀠 , " 
",,'\1\5 POs>:, c; 􀁾 * *:.....,f 􀁉􀀯􀁾􀁾􀀧􀁾􀁾􀁟126 􀁊􀁾􀀭􀀭􀀭􀁐􀁂􀀹􀀳􀀵􀀳􀀱􀀳􀀹􀀠 1961$OO.340 4PR 25 02 G B 8 g MAiLSD FROM ZlPCOD€ ? 5 138 MAS-TEK Engineering & Associates, Inc.
Geotechnical Consulting & Matetials Testing 2550 8eckJeymeade, Suite J OS Attn: Dave Wilde Dallas, Texas 15231 City of Addison P.O. Box 9010 Addison. TX 75001 ----_._------.􀁾􀀧􀀺􀀧􀀠
􀀮􀀬􀁲􀁾􀁄􀁏􀁩􀀭􀁾􀁏􀁩􀁑􀀠 II, ••'l,'," ",11'"11.111 ,1 "11,,,", II 111111 i,m1•.,.,.• 11 "I ..... 
Council Agenda Item: #;(1) SUMMARY: This item is to create a reduced speed zone for Arapaho Road Phase II construction. FINANCIAL IMPACT: N/A BACKGROUND: On past projects, motorists
traveling too fast through construction zones have created a safety hazard for construction workers and Town Public Works personnel. Advisory speed limit signs can be placed along the
construction route, but these are widely ignored and cannot be enforced. The only way reduced speed limits can be enforced is to have the speed limits set by ordinance. Staff has asked
the City Attorney to prepare an ordinance (attached) that will establish a reduced speed zone for the construction ofPhase II of Arapaho Road. RECOMMENDATION: Staffrecommends approval
of the ordinance to establish a reduced speed zone for the construction ofPhase II of Arapaho Road. ,.. 
TOWN OF ADDISON, TEXAS ORDINANCE NO. ___ AN ORDINANCE OF THE TOWN OF ADDISON, TEXAS ALTERING THE PRIMA FACIE SPEED LIMIT ESTABLISHED FOR VEmCLES UNDER THE PROVISIONS OF SECTION 78-135
OF THE CODE OF ORDINANCES OF THE TOWN TO 20 MILES PER HOUR FOR VEmCLES OPERATED ON ARAPAHO ROAD BETWEEN SURVEYOR BOULEVARD AND MARSH LANE DURING PERIODS OF CONSTRUCTION OF ARAPAHO ROAD
AS SET OUT IN TmS ORDINANCE; PROVIDING FOR THE POSTING OF SIGNS; PROVIDING A PENALTY NOT TO EXCEED TWO HUNDRED DOLLARS ($200.00) FOR EACH VIOLATION OF THIS ORDINANCE; PROVIDING A SAVlNGS
CLAUSE; PROVIDING A SEVERABILITY CLAUSE; PROVIDING AN EFFECTIVE DATE. WHEREAS, the Town of Addison, Texas (the "City") will be performing or causing to be performed certain construction
improvements to Arapaho Road between Surveyor Boulevard and MarsJi Lane, and the Director ofPublic Works ofthe City has determined and recommended for, among other things, the safety
of the traveling public and construction workers, that the speed for vehicles operating along that portion of Arapaho Road during the period of construction should be reduced to 20 miles
per hour. NOW, THEREFORE, BE IT ORDAINED BY THE CITY COUNCIL OF THE TOWN OF ADDISON, TEXAS; Section 1. IncOlporation ofPremises. The above and 􀁦􀁯􀁲􀁥􀁧􀁾􀁧 premises are true and correct
and are 􀁾􀁯􀁲􀁰􀁯􀁲􀁡􀁴􀁥􀁤􀀠herein and made a part hereof for all purposes. 􀁾􀀠 Section 2. Temporarv Speed Limit: Posting Signs. During the period of construction of improvements
(the "Temporary Construction Period") to Arapaho Road between Surveyor Boulevard and Marsh Lane (the "Arapaho Road Segment"), the City Council does hereby fmd and determine that a maximum
speed limit of 20 miles per hour is reasonable and safe, and such maximum speed limit is hereby fixed at the said rate of speed for vehicles traveling upon the Arapaho Road Segment.
The Director of Public Works (the "Director") of the City is hereby authorized and directed to cause appropriate signs to be placed indicating and giving notice of such speed along the
Arapaho Road Segment, which signs shall remain in place during the Temporary Construction Period (as determined by the Director). Following the completion of the Temporary Construction
Period (as determined by the Director), the Director shall cause the said signs to be removed, and the speed limit in effect prior to the beginning of the Temporary Construction Period
shaH then be in effect. 1 
Section 3. Penalty. It shaH be unlawful for any person to violate any provision of this Ordinance, and any person violating or failing to comply with any provision hereof shall be fined,
upon conviction, in an amount of not less than One Dollar (SLOO) nor more than Two Hundred Dollars (S200.00), and a separate offense shall be deemed committed each day during or on which
a violation occurs or continues. Section 4. Savings. This Ordinance shall be cumulative ofal1 other ordinances of the City affecting speed limits and vehicles and shall not repeal any
of the provisions of those ordinances except in those instances where the provisions of those Ordinances are in direct conflict with the provisions of this Ordinance. Section 5. Severability.
The sections, paragraphs, sentences, phrases, clauses and words of this Ordinance are severable, and if any section, paragraph, sentence, phrase, clause or word in this Ordinance or
application thereof to any person or circumstance is held invalid or unconstitutional by a a Court ofcompetent jurisdiction, such holding shall not affect the validity of the remaining
portions of this Ordinance, and the City Council hereby declares that it would have passed such remaining portions of this Ordinance despite such invalidity, which remaining portions
shall remain in full force and effect. Section 6. Effective Date. This Ordinance shall take effect upon the adoption and pUblication hereof in accordance with law, with the prima facie
maximum speed let set forth in Section 2 hereof for the Arapaho Road Segment during the Temporary Construction Period being effective upon the posting ofsigns giving notice ofthe such
speed limit. PASSED AND APPROVED by the City Council of the Town of Addison, Texas this the __day of ,2002. R. Scott Wheeler, Mayor ATTEST: •, By:,__􀁾__􀁾􀁾􀁾􀁾􀁾􀁾􀁾_______ Carmen
Mbran, City Secretary APPROVED AS TO FORM: Ken Dippel, City Attorney 2 
DATE SUBMITTED:_ApriI16. 2002 FOR COUNCIL MEETING:_April23. 2002 Council Agenda Item: __ SUMMARY: 'I1liB item is to create a reduced speed zone fur Arapaho Road Phase II construction.
FINANCIAL IMPACT: N/A BACKGROUND: On past projects, motorists traveling too filst through construction zones have created a safety hazard for construction workers and Town Public Works
personnel. Advisory speed limit signs can be placed along the construction route, but these are widely ignored and cannot be enforced. The only way reduced speed limits can be enforced
is to have the speed limits set by ordinance. Staffhas asked the City Attorney to prepare an ordinance (attached) that will establish a reduced speed zone for the construction ofPhase
II ofArapaho Road. RECOMMENDATION: Staff recommends approval ofthe ordinance to establish a reduced speed zone for the construction ofPhase II ofArapaho Road. , " 
ARAPAHO ROAD PHASE II MONDAY APRIL 8, 2002 Aetna '" clolHId. All ROII'''''''''__I, 10 TasII.Name Stan end //a>02 /􀁊􀁾􀀢􀀢􀁉􀁟Jo'IMoy IJ"" IJ.I I􀁁􀁾"" lNg,I"'" = Jon 1....1-1.....IMoyI
J"I Jill lAwI""IOd INo> 1 I-:,2 :;;UI.fTlON ·U'''. RELOCATION 0110312002 0110112002 0111512002 01/2512002 r:T/r=t" //"" 3 BUIUI". DEMO. NILE I'ROI'f!IfTr 0110112002 0211512002 #"" IL....J'"
/I BID AND AWARD CON$TR. CONTRACT 01l04l2002 0211512002 P 6 CONBTlHlCTION 0311512002 1011712002 ..... In AUfIU$t 1•••• the To.... ofAddison completed Phase I of the realignment and e.xtenslon
of thIs major east/w..t thol'Oughfal'e from the Dallas North Tollway east to Addison Road. The Februal'y 2000 Bond Pl'Ogl'Om will fund phases" and III of this project. ROW Acquisition
is complete for Phase". Utility Relocation Is complete and building Demolition's complete. Construction Is underway and Is scheduled for an October 17th 2002 completion date. Texas Sterling
Construction was awarded 0$2.17 Mil contract. Public Works's using a time based incentive contract for this project. Page 1 
F l!o ARAPAHO ROAD PHASE III lI:il MONDAY APRIL 8, 2002 rr • 1. Metro Brick Acquisition going to condemnation. • 2. Bridge selectIon scheduled for April 11, 2002. • 3. ROW acquition
on WYE Track Is complete • ..... • 4. Charter property sold to Bill Creapeua. • 5. Offers pending on Watson Taylor and Crouch properties. This I" a tentative date. Public • 6. All other
properties are being negotiated by ROW agent. Works Is aggressively pursuing l'ro2 10 TsskNam. Start End ,an I""·1M", I"'"IMaYI Jun 1JuiIAugI .....1ad 1""'1""" 1 ROWACQUIRE 01/03/;!002
0110312003 2G\?S ""1"""1""1Apr 1""'1 Jun 1!UlIAugI.....1adI"'"1Poe 2D04 Jon 1"""1 MwI..,.,I..... 2 BNGINEERING 􀀰􀀲􀁉􀀰􀀱􀀱􀁾􀀰􀀰􀀲 0510112002 I I 3 􀁾􀁾􀁔􀀮 01/0112003 0410112003 I
RELOCATION 4 CONSTRUCTION 0410112003 0710112004 􀁾􀁌􀀠 These start dates are dependent ..... on ROW acquisition In August f999, the Town ofAddison completed Phase I of the realignment
and extension of this major eastfllllest thoroughfare from the Dallas North Tollway east to Addison road. the Town"s 5-year Capital Improvements Plan (CIP) Indicates additional phases
In this project IIIIhfch lIIIOuid extend Arapaho road from Its present terminus at Addison Road, lIVest to Marsh Lane Bridge Selection Committee IIVIII make final decision on April ff,
2002. Phase III of the pr()Ject Is from Addison Road to Surveyor Blvd. Page 1 
TOWN OF ADDISON, TEXAS ORDINANCE NO. ___ AN ORDINANCE OF THE TOWN OF ADDISON, TEXAS ALTERING THE PRIMA FACIE SPEED LIMIT ESTABLISHED FOR VEmCLES UNDER THE PROVISIONS OF SECTION 78-135
OF THE CODE OF ORDINANCES OF THE TOWN TO 20 MILES PER HOUR FOR VEmCLES OPERATED ON ARAPAHO ROAD BETWEEN SURVEYOR BOULEVARD AND MARSH LANE DURING PERIODS OF CONSTRUCTION OF ARAPAHO ROAD,
AS SET OUT IN TmS ORDINANCE; PROVIDING A PENALTY NOT TO EXCEED TWO HUNDRED DOLLARS ($200.00) FOR EACH VIOLATION OF THIS ORDINANCE; PROVIDING A SAVINGS CLAUSE; PROVIDING A SEVERABILITY
CLAUSE; PROVIDING AN EFFECTIVE DATE. WHEREAS, Section 78-135 of the Code of Ordinances ("Code") of the Town of Addison, Texas (the "City") provides that any speed in excess of 30 miles
per hour on a public street, unless otherwise provided the Code, is prima fucie evidence that the speed is not reasonable or prudent and is unlawful; and WHEREAS, Section 78-131 of the
Code provides that the City's Director of Public Works shall determine, on the basis of engineering and traffic surveys, investigation and study, reasonable and safe maximum speed 1imits
for each street within the town and submit recommendations based on his survey and investigation and study to the City Council; and WHEREAS, Section 78-133 of the Code provides that,
on the basis of the recommendation of the Director of Public Works, the City Council may alter the prima facie speed limits as the Council may deem necessary; and .r. WHERf:AS, Section
545.356 of the Texas Transportation Code provides that whenever the governing b'ody of a municipality shall determine upon the basis of an engineering and traffic investigation that
any prima :fucie speed limit is unreasonable or unsafe on a part of a street or highway system, taking into consideration the width and condition of the pavement, the usual traffic at
the affected area, and other circumstances on such portion of said street or highway, said governing body may determine and declare a reasonable and safe prima fucie speed limit thereat
or thereon by the passage of an ordinance, which shall be effective when appropriate signs giving notice thereof are erected at such intersection or other place or part of the street
or highway; and WHEREAS, the City will be performing or causing to be performed certain construction improvements to Arapaho Road between Surveyor Boulevard and Marsh Lane, and the Director
of Public Works, pursuant to an engineering and traffic investigation, has determined and 
recommended that the speed fur vehicles operating along that portion of Arapaho Road during periods of construction be reduced to 20 miles per hour, which speed during such construction
is a reasonable and safe prima mcre speed limit. NOW, THEREFORE, BE IT ORDAINED BY THE CITY COUNCIL OF THE TOWN OF ADDISON, TEXAS: Section 1. Incor.poration ofPremises. The above and
foregoing premises are true and correct and are incorporated herein and made a part hereof fur all purposes. Section 2. Temporary S,peed Limit: Posting Signs. During the period of construction
of improvements (the "Temporary Construction Period") to Arapaho Road between Surveyor Boulevard and Marsh Lane (the "Arapaho Road Segment"), the City Council does hereby find anddetermine that a maximum prima mcie speed limit of 20 miles per hour is reasonable and safe, and such maximum speed limit is hereby fixed at the said rate of speed for vehicles traveling
upon the Arapaho Road Segment. The Public Works Director is hereby authorized and directed to to cause appropriate signs to be placed indicating and giving notice of such speed along
the Arapaho Road Segment, which signs shall remain in place during the Temporary Construction Period (as determined by the Public Works Director). Following the conclusion of the Temporary
Construction Period (as determined by the Public Works Director), the Public Works Director shall cause the saId signs to be removed, and the prima fucie speed limit in effect prior
to the beginning ofthe Temporary Construction Period shall then be in effect. Section 3. Penalty. It shall be unlawful fur any person to violate any provision of this Ordinance, and
any person violating or fulling to comply with any provision hereof shall be fined, upon conviction, in an amount of not less than One Dollar ($1.00) nor more than Two Hundred Dollars
($200.00), and a separate offense shall be deemed committed each day during or on which a violation occurs or continues. Section 4. Savings. This Ordinance shall be cumulative ofall
other ordinances of the City affecting speed limits and vehicles and shall not repeal any of the provisions of those ordinances except in those instances where the provisions of those'
Ordinances are in direct conflict with th.e. provisions ofthis Ordinance. .. Section 􀁾􀀠 :S. Severability. The sections, paragraphs, sentences, phrases, clauses and words of this Ordinance
are severable, and if any section, paragraph, sentence, phrase, clause or word in this Ordinance or application thereof to any person or circumstance is held invalid or unconstitntional
by a Court ofcompetent jurisdiction, such holding shall not affect the validity of the remaining portions ofthis Ordinance, and the City Council hereby declares that it would have passed
such remaining portions of this Ordinance despite such invalidity, which remaining portions shall remain in full force and effect. Section 6. Effective Date. This Ordinance shall take
effect upon the adoption and publication hereof in accordance with law, with the prima mcie maximum speed speed let set furth in Section 2 hereof for the Arapaho Road Segment during
the Temporary Construction Period being e:ftective upon the posting ofsigns giving notice ofthe such speed limit. 
PASSED AND APPROVED by the City Council of the Town of Addison, Texas this the day of , 2002. R. Scott Wheeler, Mayor ATTEST: By:_____________ Cannen Moran, City Secretary APPROVED AS
TO FORM: By:_____________ Ken Dippel, City Attorney ..r 
---------------------TEXAS-STERLING CONSTRUCTION. LP LETTER OF TRANSMITTAL 2100 N Hwy 360, Suite 106-A Grand Prairie. Texas 75050 Tel: 972-606-2733 Fax: 972-606-2713 To: TOWN OF 􀁁􀁄􀁄􀁉􀁓􀀺􀀺􀀺􀁏􀀢�
�􀁣􀀺􀁎􀁾􀀢􀁾􀁾􀀠 _____􀀭􀀢􀀱􀀶􀀽􀀭􀀺􀀸􀁣􀀺􀀺􀀰􀀧􀀭􀀧􀀱􀀭􀀢􀁖􀁉􀀯􀀬􀀬􀁾􀁴􀀡􀁬􀁲􀁯􀁶􀁥􀀠Drive 􀁾􀁾􀁾􀁾􀀭􀀢􀀢􀀢􀀢􀀢􀀢􀀢􀀢􀀢􀀢􀀢􀀢􀀢􀀭􀀭􀀭 -""" _____􀁾􀁁􀁣􀀺􀁤􀀢􀀢􀁤􀀺􀀭􀀭􀁩􀁳􀁣􀀺􀁯􀀺􀀺􀁮􀀬􀀧􀁟􀀧􀁔􀁥􀁾�
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PLANS o SAMPLES 0 SPECIFICATIONS o COpy OF A LETTER o CHANGE ORDER 0 __ COPIES DATE=--_+-_ NO, DESCRIPTlON _______ I_____--,escl, _------__+-1__"""""""""••••••••_"" 􀁩􀀭􀁃􀁯􀀭􀁮􀁣􀀭􀁲􀁥􀁴􀁥􀀭􀁂􀁾􀁩􀀮
􀀻􀀭􀁨􀀢􀁯􀀻􀀻􀀡􀁩􀁩􀁧􀁮􀀠(lattimore MiIlllrials) for Box Culverts 5, 1 , Concrete Balch Design (lX1) for 80x Culverts (Backup Design) 􀀭􀀭􀁾􀀭􀀧􀀵􀀧 ---------,-,-"""" IMas-Tek Engineering
& Associates (lab or 􀁒􀁥􀁣􀁯􀁾􀁤􀀩􀀬􀀭􀀭􀀭􀀭__ 5! ;Trench Safety Design sll􀁌􀁩􀁳􀁴􀁾􀁾􀁾􀁾􀁣􀀺􀁬􀁓􀁾􀁉􀁊􀁾􀁯􀀭􀁮􀀭􀁴􀁲􀁡􀀭􀁣􀁴􀀭􀁯􀀭􀁲􀁳􀀭 1-___ 􀁾􀁟􀀭􀁩􀀭􀁳􀁰􀁥􀁣􀁩􀁡􀁬 􀁔􀁥􀁭􀁰􀁾􀁲􀁡􀁲􀁹􀀠shoring
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APPROVAL o FOR YOUR USE 0 APPROVED AS NOTED o SUMBIT ___COPIES FOR DISTRIBUTION o AS REQUESTED 0 RETURNED FOR CORRECTIONS o RETURN ___CORRECTED PRINTS o FOR REVIEW & COMMENT o FOR BIDS
DUE _______19 PRINTS RETURNED AFTER LOAN TO US REMARKS: 􀁾􀁾􀀭􀀫􀁾􀀭􀀭􀀢􀀢􀀢􀀠 􀁾􀁾􀁾􀁾􀁾􀀭 􀁾􀁾􀁾􀁾􀁾􀁾􀀭􀀢􀀢􀀢􀀢􀀢􀀢􀀢􀀢􀀢􀀢􀀢􀀢􀀢􀀭􀀭􀀭 􀁾􀁾􀁾􀁾􀁾􀀭􀀢􀀢􀀢􀀢􀀢􀀢􀀢􀀢􀀢􀀢􀀢􀀢􀀢􀀭􀀢􀀭􀀢􀀢􀀢􀀢􀀠
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File NO. 202320 EXCAVATION SAFETY SPECIFICATIONS FOR STORM DRAINAGE WATERLINE to serve ARAPAHO ROAD PHASE II CITY ADDISON, TEXAS Contractor: Texas Sterling Construction 260 I Ridgemar
Plaza #203 Fort Worth, Texas Mwch2002 .I. M.W. Custer, P.E. 642 Oak Bend Coppell, Texas 75019 972-745-4338 
2 1.0 DESIGN ASSUMPTIONS 1.1 General. These specifications cover the basic requirements for shoring and/or sloping of excavations for installation ofStorm Drain and Water Lines for the
Arapaho Road (Phase II) Project, Addison, Texas. 1.2 This specification addresses the safety ofworkers in a trench excavation and does not, in any way relieve the Contractor ofhis responsibility
and liability to ensure the safety ofthe project and workers. 1.3 It is not the intent ofthese specifications to specuy every detail and procedure ofthe trenching/shoring operations;
nevertheless, they shaU conform to the high standards of engineering and ofsafe trench excavation. 1.4 The personnel protection systems shown in these specifications have been designed
based on information obtained from the project drawings. 1.5 The persolU1el protection systems shown in these specifications have been designed based on an assumed subsurface ofType
'B' Soils. In accordance with Revised OSHA (effective March 2,1990), prior to beginning construction, The contractor's "Competent Person" will conduct the required Soil Classification
Tests. Ifsoils other than those identified are found, this specification will be revised. During construction, the contractor's "Competent Person" will monitor the soil classification
as required by OSHA 1926. 1.6 Contractor shall be responsible for selecting appropriate safety system option shown in these specifications depending on trench depth and soil conditions.
1.7 The protection ofexisting structures and utilities which may be affected by these trench excavations is beyond the scope ofthis report. 1.8 The Contractor must identuy a "Competent
Person" in the Co.tors firm responsible for perfq;ming inspections ofthe excavations to ensure that expected subsurface conditions are present. Ifconditions in the field vary from the
expected conditions, the design engineer shall be contacted, for possible design modifications prior to persolU1el entering the excavation. Note -This person must be "Competent" as described
in OSHA 1926.650 (b). 1.9 It is the Contractor's responsibility to ensure that all excavation work and site conditions are within the regnlations as established by O.S.H.A. Any property
damage or bodily injury (including death) arising from the use ofthese specifications, from Contractor's negligence in performance ofcontract work, or from Owner's fui1ure to note exceptions
to these specifications shall remain the sole responsibility and liability ofthe contracto 
2.0 3 3.0 4.0 DEFINITIONS 2.1 AIl definitions ofsection 1926.653 ofSubpart P, Part 1926, ofthe Code of Federal Regulations shall be by reference an integral part ofthis section. 2.2
"Sealing Engineer" -The engineer whose Texas seal is affixed to these specifications. 2.3 "The Contractor" -The contractor responsible to the owner for the excavation work descnbed herein.
2.4 "Competent" as described in OSHA 1926.650 (b). APPLICABLE CODES AND STANDARDS 3.1 The Contractor shall perform all shoring work under this contract in accordance with all applicable
codes and standard safety requirements and regulations including: 3.1.1 OSHA 2207, Construction Industry Standards(part 1926 Occupational Safuty and Health Standards) 3.1.2 AlSC Code
of Standard Practice 3.1.3 AlSC Specification ofthe design, fubrication. and erection ofsteel buildings. 3.1.4 AlTC Timber Construction Manual 3.1.5 A WS D 1.1 Structural Welding Code
3.1.6 The Uniform Building Code 3.1.7 OSHA 2226 3.2 The latest edition (including supplements and revisions) ofthe above publications in effect or promulgated at the time ofthe bid shall
apply. Equipment fabricated to codes and standards in effi:ct at time ofbid but later revised shall be acceptable provided such revisions are no,t required by law. SHORIl..j pI SLOPING
REQUIREMENTS " 4.1 Description. This section covers the technical requirements ofthe trenching/shoring work. 4.2 Existing Structures. Where existing buildings, other utilities, streets,
highways, or other structures are in close proximity to the trench, or may otherwise be affected by the proposed trenching operation. the Contractor shall provide adequate protection
by the use ofsheeting and shoring to protect the structure, street, or highway from possible damage. In the case of utilities, the Contractor may elect to remove the utility provided
that the removal and subsequent replacement meets with the approval ofthe engineer, the utility owner, or whoever has jurisdiction ofthe structure. In all 
4 4.0 SHORING! SLOPING REQUIREMENTS Cont'd. cases, it shall be the responsibility ofthe Contractor to protect public and private property and any person or persons who might, as a result
ofthe Contractor's work be injured. 4.3 General Trenching and Shoring Requirements. The contractor shall be solely responsible for trench safety provisions meeting the applicable requirements
of the United States Department ofLabor Occupational Safety and Health Administration including subpart P, Part 1926 ofthe Code of Federal Regulations. All trenching operations and procedure
shall also conform to the requirements listed in this specification. 4.3.1 The requirements ofsections 1926.50 and 1926.651 ofSubpart P, Part 1926, ofthe Code ofFederal Regulations shall
be by reference an integral part ofthis section. 4.4 Requirements Prior to Excavation Activities. 4.4.1 Known underground installations are shown on the site plans. It is the Contractor's
responsibility to verifY exact locations in the field. 4.4.2 Before any individnal enters an excavation, the excavation will be inspected by a "Competent Person" to ensure that trench
excavation has been perfurmed according to this specification and O.S.H.A requirements and to ensure that no anomalies are observed which may effect the safety of the trench or project.
Note -This person must be "Competent" as described in OSHA 1926.65(b). , 4 4.5 %..q uirements During Excavation Activities . 4.5.1 During excavation, the exact location ofexisting underground
installations shall be determined by the Contractor, and when uncovered, proper precautions and supports shall be provided so as not to cause a hazard to the workmen or project. 4.5.2
Daily inspections ofthe excavations shall be made by the Contractor's "Competent Person". Ifthere is evidence of possible cave-ins or slides, all work in the excavation shall cease until
the necessary precautions have been taken to ensure the safety ofthe workmen and the trench. Note -This person must be "Competent" as described in OSHA 1926.650 (b). 
5 4.0 SHORING! SLOPING REQUIREMENTS Cont'd. 4.5.3 Excavations shall be inspected after every rainstonn or other hazardincreasing occurrence to ensure the safety ofthe workmen and the
trench. 4.5.4 Excavated material shall be stockpiled a distance away from the trench, so as not to affect the trench stability. The contractor's construction means and methods will detennine
the distance. As a minimum to protect the workmen from falling debris, the toe ofthe stockpiled soil shall be no closer than two (2) feet from the edge ofthe excavation. 4.5.5 All precautions
must be made to prevent surface water from entering the trench excavation. Adequate drainage must be provided in the area adjacent to the excavation. 4.5.6 Operation ofheavy equipment
adjacent to the edge of the trench may cause instability. The Contractor is responsible for the means and methods of excavation, and therefure, for loads imposed on the trench excavation
and shoring design. 4.5.7 The Contractor must take precautions to protect the face ofthe excavation from exposure to freezing. ' 4.5.8 Water shall not be permitted to stand in the bottom
ofthe trench and suction pumps of adequate capacity shall be installed to ensure that such standing water is removed. 4.5.9 The Contractor shall provide a positive means ofensuring that
hydrostatic pressure does not build up behind the shoring or shields. ..f 4.5.10 I!/condition requiring the use ofa different method ofshoring is encountered, tltis specification will
be revised. 4.5.11 Remove shoring units from bottom to top as hackfilling proceeds. 4.5.12 When backfill is within five (5) feet ofthe top ofthe trench, all shoring may be removed, unless
the trench conditions indicate a hazard. 4.5.13 No person shall be exposed to the lower portion ofthe trench after shoring has been removed. 4.5.14 Additional shoring or larger sizes
may be installed. 4.5.15 Ladders or other adequate means of exit must be provided and located so as to 
6 require no more than 25 reet oflateral travel. 4.0 SHORING/SLOPING REQmREMENTS 4.5.16 When two trenches intersect, both trenches must be protected to a distance ofnot less than the
depth ofthe deepest trench. 4.6 Shoring Alternatives fur this Work 4.6.1 Trenches more than 5 fuet deep shall be shored, laid hack to a stable slope, or some other equivalent means ofprotection
shall be provided where employees may be exposed to moving grotuld or caveins. Trenches less than 5 feet in depth shall also be effectively protected when examination of grotuld indicates
hazardous grotuld movement may be expected. The contractor will have options for providing such protection. 4.6.2 Lateral Earth Pressure P= a unifonnly distributed lateral soil pressure,
in lbs.lft.2 We= Effective Soil Weight, pcf H= depth ofexcavation from top ofsupported bank to bottom of excavation, in feet. Hq= Equivalent Height ofSurcharge, ft. P= We*(H+Hq) (Reference
OSHA Rnles and Regulations-Part 1926 of29 CFR as amended by the Federal Register Volume 54, Number 209, dated October 31,1989.) 4.6.3 Option I The contractor can use Slope as shown in
the Option I section ofthis specification. , See Drawing 1 and General Notes-Slope 4 ... 4li.4 Option II The contractor can use Trench Shield as shown in the Option II section 0 f this
specification. See Drawing 2 and General Notes-Shields 4.6.5 Option III The contractor can use Trench Shores as shown in the Option III section ofthis specification. See Drawing 3 and
General Notes-Trench Shores 
7 GENERAL NOTES -Slope 1.) A maximum allowable slope of 1.0 (horizontal) to 1.0 (vertical) may be used during trench excavation in soil materials in lieu oftrench shoring systems. Soil
materials that could be sloped to this configuration include clayand sandy clay. This temporary slope configuration represents the steepest incline for short-term conditions (a time
period less than 72 hours) that is acceptable given probable but subjective influences from rainfall and normal equipment vibrations. However, ifduring excavation or construction ofthis
project there is any indication of general or local instability, slopes shall be cut back to a slope which is at least 0.25 (horizontal) to 1.0 (vertical) flatter than the specified
slopes outlined previously, i.e., this translates to a total slope of 1.25 (horizontal) to 1.0 (vertical). This flattening ofthe slopes may be required due to the deterioration of the
shear strength with time or due to trench flooding, instability induced from excessive adjacent vibrations (resulting from equipment operation), excessive adjacent surcharge loads due
to equipment or stockpiled excavated materials, shrinkage cracks due to drying, etc. 2.) Additional flattening ofslopes is required when any ofthe following conditions are present; 1.)
Slopes in soft loose soils or fill materials shall be flattened to 2: I 2.) Ifan existing parallel utility line is located within a horizontal distance equal to the depth of the new
utility excavation, all slopes shall be flattened an additional 0.5: 1. 3.) Contractor's "Competent Person" shall monitor the excavation to evaluate subsurface conditions and determine
soil type and condition. When contractor's "Competent Person" cannot assure that the slope is suitable for safe use, a qualified soils engineer shall be consulted. GENERAL NOTES-Trench
Shields \.) A Trench Shield is a structure that normally will not prevent a cave-in, but is able to withstand the forces imposed on it by a cave-in and thereby protect workers within
the structure. Trench Shields are also referred to as "Trench Boxes'i These general notes also are applj..f able to Manhole Shields . 2.) A "Pre-manufactured Shield" is a product designed,
constructed and marketed to the construction industry as a method ofprotecting personnel while working in trenches subject to cave-ins. 3.) A "Shop-built Shield" is defined herein as
a shield built by a contractor or his agent for their own use as a personnel protection device and is not available commercially as a product to the construction industry. 
8 GENERAL NOTES-Trench Shields cont'd. 4.) Acceptable Shield Systems: Pre-manufactured shields are commercially available and may be used provided that the shields are selected and used
in accordaoce with the manufacturer's specifications, recommendations and limitations. Deviations from manufacturer's specifications, recommendations and limitations will not be allowed
without the manufacturer's specific written approval. This specific written approval ofdeviations must be kept at the jobsite along with the manufacturer's specifications and recommendations
for use and other instructional use literature for the specific shield. 5.) Shop-built shields may be used, when designed and sealed by a professional engioeer registered in the state
ofTexas and having a background io the practice of structural engioeering. 6.) All shields must be free from damage or defects that might impair their proper function. Shields shall
be used and maintained io a manner consistent with the recommendations ofthe manufacturer or design engineer. Damaged shields shall be removed from service until authorized repairs are
made. 7.) Shields shall be installed in a manner which restricts lateral or other hazardous movement ofthe shield in the event ofthe application of sudden lateral loads. Where trench
shields are stacked, a mechanism must be available for connecting the shields to prevent differential movement between the shields when subjected to laterals. Benching ofearth material
below the bottom ofthe shield is allowed to a maximum of2.0 ft., when this benched material is of sufficient strength to support the shield. 8.) Workmen shall not be allowed in shields
when shields are being iostalled, removed or moved vertically. A ladder or other safe means of entry and exit shall be located such that workmen are not exposed to a potential cave-io
hazard during entry or exit from the shield. 􀁾􀀠 .. 9.) Shields S1JaIl be used such that excavated soil, rock or other debris can not :full or roll into the trench shield. In vertical
trenches, trenches, the shield should rise a minimum of 1'-6" above the ground surfuce. In situations where a slope is constructed above the top ofthe shield, the top of the shield should
extend a minimum of 1 '-6" above the point at which the slope begins. In addition, the contractor shall be responsible for removal ofsoil which may slide ioto the trench or against the
trench shield and for replacing these materials io accordance with backfill specifications. 
9 GENERAL NOTES-Trench Shores 1.) Aluminum Hydraulic Shores are a product designed and manufactured as an alternate to timber shoring in order to provide a light weight product capable
ofbeing installed and removed without entering the trench. 2.) Aluminum Hydraulic Shores shall be designed and manufuctured so as to comply with OSHA regulations and provide strengths
ofthe vertical rail and hydraulic cross-brace which are not less than a timber bracing system which would be required under the same loading condition. The manufacturer must have complete
design calculations on all system components and shall make this information available to the Owner. The following minimum requirements shall be met by the manufucturers' product: a.
Vertical rails shaIl have a minimum width ofS inches and have an equivalent strength in bending ofnot less than that ofa 3" by 10" No.2 Douglas Fir timber with its' wide side to the
trench wall. The rail must be capable ofhaving plywood attached to it, ifnecessary. b. The hydraulic hydraulic cross-braces shall be minimum 2-inch 1.0. and capable of sustaining a axial
force ofnot less than 20,000 pounds at al.50 safety factor at 50% extension. c. Aluminum oversleeves shall be used in accordance with the manufacturer's recommendations. Extensions shall
not be used unless approved in writing by the manufacturer. d. Hydraulic pumps shall be equipped with calibrated gauge having a minimum operating range of750-1500 psi. e. All other accessories
and specialty tools shaIl be furnished and used as per the manufacturer's recommendations. 3.) The vertical rails, hydraulic cylinder cross-braces and all other components ofthe systems
shaIl be in good, serviceable condition and without damage or defucts which would prohibit proper use. The hydraulic system shall not exhibit leaks or pressure loss or otherwise indicate
the possible loss ofsystem pressure while in use. Damaged components pr improperly operating equipment shall be removelfrom service. The contractSlf's "Competent Person"shaIl be responsible
for making these inspections and determiD1tions. Alterations to shoring components shall not be allowed unless permitted in writing by the manufacturer's authorized agent. 4.) Plywood,
used in conjunction with hydraulic shores, shaIl meet the following requirements: a Softwood plywood must be 1 liS" minimum thickness, exterior grade quality, COX grade or better. b.
Hardwood plywood must be 3/4", minimum thickness, Arctic Birch plywood. "FinnForm" brand or equal, 14 ply-all hardwood. Plywood which is broken, bent, frayed or otherwise deformed and
unsuitable for its intended purpose shaIl be replaced. 
10 GENERAL NOTES-Trench Shores cont'd. 5.) The contractor shall install aluminum hydraulic shores in accordance with these specifications and the rnanumcturer's specifications, instructions,
recommendations and limitations. The recommended shore lengths and spacing are shown in these specifications.The contractor may decrease the spacing to provide additional lateral support
ifso required by site observations. The contractor's "Competent Person" shall insure that the workmen installing, removing and working around the shoring have been adequately trained
in the proper procedures for their installation, safe use and removal. 6.) Hydraulic shores shall be installed flush against the trench walls such that the vertical rails have unifurm
support. The top hydraulic cylinder must not be located above the existing ground surfuce. The hydraulic cylinders shall be pressurized to a normal working range of750-1000 psi. 7.)
The contractor may at his discretion utilize shorter rails in order to accommodate those situations such as backfilling where the trench depth becomes to sballow for use ofthe standard
7-foot vertical rail. The shorter aluminum hydraulic shores must meet or exceed aU ofthe specification requirements herein. 8.) Plywood shall be attached to the vertical rails and used
in this manner any time there is evidence ofraveling, sloughing or caving which cannot be adequately shored by skipshoring. In particular, plywood backing will be necessary when shoring
cross-trenches, when excavating in previously disturbed soils, and at those locations as indicated in these specifications. 9.) The contractor may at his discretion temporarily remove
shoring to expedite the installation ofpiping provided that workmen are not located in the unshored trench and provided that the shoring is properly replaced. 10.) While backfilling
the trench, the contractor shall maintain the stability ofthe trench walls by adjusting the location ofthe shores vertically such that i'orkmen can safely place 􀁡􀁮􀁾 compact the bacldill
materials. Workmen shall not be in a position to be endange!5ed by this adjustment procedure. II.) The contractor may remove the hydraulic shores from the trench during backfilling operations
provided the following conditions are met: a Backfilling is perfurmed by mechanical devices which do not require that workmen be in the trench. b. The trench walls maintain their shape
without sloughing. c. The removal ofthe hydraulic shores does not endanger adjacent structures, roadways or utilities. 
11 5.0 EXCAVATION'S SPECIFIC TO TIllS WORK LocatjQll Max. Dellth 0l2tiom 􀁾􀀠 S!Q[m Drain Line A 09+00 to 1 +22.95 13.0 Install 2-10'x?' RCB Line A-I 0+[2.51 to 0+33.35 8.0 lor II Install
21 n SD LineA-2 0+12.51 to [+34.77 9.0 lor II Install 27" SD Line A-3 0+12.51 to 0+15.20 8.0 lor II Install 2 [" SD LineB 0+09.40 to 0+ 12.40 6.0 lor II Install 356" SD Line 0+42.89
to 0+50.89 6.0 lor II Install 27" SD 0+50.89 to 0+73.90 6.0 lor II InstaU 18" SD Line B-1 0+00 to 0+ 18.10 5.0 [or II [nstall 24" SD Line B-2 0+00 to 0+73.55 5.0 [or II Install 27" SD
Line B·3 0+00 to 0+07.15 5.0 lor II Install 24" SD LineC 0+00 to 0+07.93 5.0 lor II Install 21" SD Line C-I 0+00 to 0+07.3 I 5.0 lor II Install 21 n SD ,.. U" Water Line .. 0+00 to 8+85.73
9.0 I,ll or III Install 12" Water Line 􀁾􀀠
I ***************************SUMMARY******************************** CASE: Addison, 'Tx Input File = UNTITLED. APR Time: 14:35:14 Date: 03-28-2002 Total active pressure = 2155.80 With
angle from horizontal 0.00 Failure surface from horizontal =56.30 Pressure at wall base = 479.07 Pressure at wall base along horizontal Pressure at wall base along vertical = coeficient
of active pressure Ka = 0.44 􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀁾􀁾􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀠 The Height of Wall (H) = 􀁾􀁡􀁴􀁴􀁥􀁲􀁥􀁤􀀠Angle
of Wall = 0.00 Friction Angle of Wall = 0 00 _ Friction Angle of Soil = 27.00 Soil Unit Weight = 120.00 Section Slope Angle Length Of Slope No. (degJ S 1 o 36 Distributed Left Point
Left Load Right Point Right Load Load No. Xl Q1 X2 Q2 AloA;,1'114 L. 2 @11 @Q:,/'sr 􀁣􀁓􀁵􀁉􀁪􀁏􀁾􀁌􀀭 **NOTE********************************************************** Depth Is Measured
From Ground Surface , 􀀪􀀪􀁕􀁮􀁩􀁴􀁳􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀁾􀀪􀀪􀀪􀀪 􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀠 Force --lp/lt Pressure --psf
Length --ft 
ref. generel Notes ( 4.6.1) Trenches more than 5.0 feet in depth shall be Shored, Laid Back to a stable slope or some ather equivafent means of protection shalf be provided where employees
may be exposed to moving ground or cave-Ins. Trenches less than 5 feet in depth shall also be effecllvel)' protected when examination of ground indicates hazardous ground movement mey
be expected. Unprotected vertical cut allowed with certain conditions, when depth does not exceed 5.0 leet. (1 H) : (1 V) 13.0' Max. CLAY OR SANDY CLAY (.75H) : (1 V) WEATHERED Ur.ESTC1IIE
ORDINARY SLOPE Note: Slope may not be allowed in certain paved areas, verify with city requirements. 2.0' Bench (lH):(lV) CLAY OR SANDY CLAY (.75H): (1V) WEATHERED UIJESTONE 3.5" Max.
SLOPE WI UNSUPPORTED BOTTOM Notes: HN 􀁾􀀠Steepest Allowable Sideslope HN= .75:1 Weathered Limestone HN= 1:1 Natural Clay or Sandy Clay HN= 1.5:1 Existing Fills No spoil or equipment
neraerthan 2.0 feet to edge of excavation. See specification-General Notes Slope for additional requirements. Slope all sides when protecting, structure, manhole or pit excavations.
When' Stable Rock" is encountered, the rock may be excavated with vertical sidewalls and slope above the rock. The rock must be ·STABLE" as defined in OSHA 1926. When The Contractor's
·Competent Person" Cannot Be Assured Of The Soil Type Or Suitable Slope, A Qualified Geotechnical Engineer Shall Be Consulted. This Design Assumes Dewatered Soil Conditions Contractor:Texas-SteriingC
onstruction Arapaho Road Project: Phase II Addison,Tx Date: 3128/02 File No. 20.,.2 320 Option I SLOPE M.W. Custer, P.E 642Dak Bend 01 Coppell, T"""s 75019-2476 No Scale 972-724-1018
Material ft Max. Shields May Be Stacked "., Req'd. Notes: Use Chart To Determine Minimum Allowable Lateral Bearing Capacity Contractor Shall Make Available Manufacturer's Tabulated Data
For Capacity Certification For All Shields Used On This Project Trench Shields May Be Stacked As Required In Stiff Clays Or Rock, The Bottom Of The Shield May Sit On A Bench Not To Exceed
2.0 Feet From The Bottom Of The Excavation Steepest Allowable Slope Above Shields 1 H :1V See Specification General Notes"Trench Shields· For Additional Requirements Should "Stable Rock"
Be Encountered, The Rock May Be Excavated With Near Vertical Sidewalls And The Shield May Sit Above The "Stable Rock" 1.5'Min. When The Contractor's "Competent Person" \. 2.0'Min. Cannot
Be Assured Of The Soil Type Or Suitable Shield, A Qualified Geotechnical Engineer Shall Be Consulted. This Design Assumes Dewatered Soil Conditions 9.0' Max. Trench Shield Capacity Max.
Depth Min. Capacity 9.0' 479 PSF Shield May Stt On a 2.0' Bench In Stiff Cllo,.).,------------------...J Or Rock Shield Extends From Bottom Of Excavation To Surface .. 􀁾􀀠 I2 ·.0' Min.
Excavated Material Project: Arapaho Phase II .5'Min. 6" Max. Date; 3/28/02 9.0' Max. Shields May Be FileNo. 202320 Stacked AI; Req'd. Option II Shield May Stt Trench Shield On a 2.O'
Bench In StiffClay arRack M.W. Custer, P.E. Slope Above Shield 642 Oal< Bend D2 Coppell, Texas 75019-2476 NoScal 9n-n4-1 016
ExampleStandard Shore Single Stacked :1 ..,, .'''11,! r, i', "' , 􀁾􀀬􀀠 ., i 11 , : 4 of; 􀁾􀀠 ,j .:; i'"' __._ ,i 􀁾􀁲􀁬􀁬􀀠;' Example Standard Shores Double Stacked Maximum Horizontal
Spacing 6.0 feet Single Stacked Maximum Depth= 9.0' Maximum Horizontal Spacing 4.0 feet Double Stacked Maximum Depth=14.0' Notes: Use Standard Duty Aluminum Hydraulic Trench Shores as
Manufactured by; Speed-Shore Tren-Shore Safe-T-Shore or Equal See General Notes: Trench Shores for additional requirements Plywood Backing Required, when there is evidence of raveling
or caving Contractor:Texas-SteriingConstruction Project: Date: FileNo. D3 No Scale Arapaho Road Phase II Addison, Tx Option III ALUMINUM HYDRAULIC TRENCH SHORES M,W. Custer, P.E. 642
Oak Bend Coppell, Texas 75019-2476 972-724-1018 
•• ';4 .'". ;: <£ .... t<) "" N @N.•. '"Il. • <£ 1" Firm Namc18usiness Address: 􀁾􀀲􀀺􀀭􀁙􀁥􀁡􀁲􀀠Present Firm 􀀳􀁾􀀠Date Prepared: STANDARD Established: FORM (SF) MAS-TEl< Engineering
& Associates, 􀁉􀁮􀁣􀁾􀀠 199401/29/02 􀀴􀁾􀀠specify 'YllO of """ership and d1eoI< beOow, .f spp<icable T-..as C<>I'J>O'"atioo 2550 􀁾􀁣􀁫􀁬􀁥􀁹􀁭􀁥􀁡􀁤􀁥􀀠 SuitQ 105 Dallas, 􀁔􀁥􀁾 75237
254 A. Smalf Business ArchMct-€ngint't&( X 􀀸􀁾􀀠SmoII DioadvantagOO Business and Retsted &Moos C. Woman-oNned BusiJle$6 Queos.f'om\aWo la, Submittal for D Parent Company o Brancll or
Subsidiary Office 5, Name of Parent Company, if any: 5a:-FolfTler Parent Company Name(s). if any and Year (5) Established NJA NJA 6. Names of not more Ihan Two Principals to Contacl:
TitieITelepbone 1) Cornelius Mason, President, (972) 709-7384 2) Charles Richardson, P.E. #46555 -Senior Engineer (972)709-7334 .-..oe:x 1_ 1997 1996 '995 1.liM$lban$100,OOO Direct F'edera4
contract work. Including OVeJSeaS , _1__1_ 2. $100,OOOW $250,000 Otfler dome$(i,c wort( -'--'__4_ _4_ 4 4 2 3, $250,000 10 S5OO,OOO -'AI! other foreign work" 4. $5OO.oocl to $1 million
_,_ _i_ =,= -,_ S. $1 million 10 $:2 mlHion 6. $2 m4rlion to $5 mUlioo: 􀁾􀁦􀀱􀁦􀀢􀁭􀀺􀁓􀀠􀁩􀁮􀁴􀁥􀁲􀁥􀁳􀁴􀁾􀀠In foreign won<, but wtthout such expetience. ehreeiI: here: 0 7. S$ roIJUon
10 $10' million 5. $10mlltlonot 􀁧􀁾􀁬􀁥􀁴􀀧􀀠 7, Present Offices: City I State I Telephone 1No, Personnel Each Office 􀀷􀁡􀁾􀀠To!al Personnel 242550 􀁾􀁣􀁫􀁬􀁥􀁹􀁭􀁥􀁡􀁤􀁥􀀠 Suite 105
Dallas, Texas 15237 Office 9721709-7334 Fax 9721709-7335 6. Personnel by Discipline: (List eacll person only once, by primary function.) ....L Administrative _ Eloctrical Engine9rs _
Oceanographers _2_ project Managers _Arch_ RannefS: Urban _4_ t..bo<a4ory Technic"" 􀁃􀁨􀁥􀁭􀁩􀁣􀁡􀁬􀁾􀀠 2=:;: =Sanitary Engineers 1 field Manager _ CM Engineet'$ _ HyaroIoglsts ...L
Soils Engineers =.-Field Technician _2_ COostNCtion'_totS _ SpociflCOtion Writers _Ora_ -_ .Lan-dscaDpoes iAgrnceh<iste cts _ Slru<:tU<ill Eng_ _ IS<XJIogisls __icaI Engi"""'" _Su""'Y""l
_E_ _ Mining Engineers _ Tl'8Sl$p(IItatJon Eng1oee'" g, Summary of Professional saIVices Fees Received: Ranges of Professional (insert ...,." nurnb••') last 5 Years SenJices Fees ,
l: {I m .",' 􀁾􀀠 .'", 097 Frasier Dam J 3101 I 1 10. Profile of Finn's Project Experience Last 5 Years Profile Code Number of .Tot,,, Gross Profile cOde---I-NUmber 0-' --'Toial-G'roS;;--Profile
Code Projects Fees (in Project Fees (in thousands) thousands) (1) 021 8 82 (6) (2) 023 5 .•i? (T) (3) 097 56 1624 (8) (4) 106 118 2240 (5) 􀁾􀁾􀁾􀀩 11. Proiect Examples, Last 5 years
Profile "p.., ..C ..... JV. Code "IE" 106 C 097 .-C .I0971106 r' ,. '-097/106 fe' 1 106 C I097/106 jC f 106 C 106 C Project Name and Location Beach street Dam Fort Worth. TX center Code
3564 Monopole Tower N. Richland Hills, TX Parkerville Road Reconstruction Joe Wilson Road Decatur Airport Decatur. TX DaUas Parks Spray FemUr!! 􀁁􀁤􀁤􀁦􀁴􀁾􀀠 Dallas, TX Holiday lane
Paving N. Richland Hills, TX Maplewood Avenue N. Richland Hills, TX (11) (12) (13) (14) (15) -----OwnerlClient Name and Address Tarrant RegionalWater District SW Ben Mobile System Civil
Construction 310 Himes Euless, TX Kimley-Home &. Associates 801 Cherry Street. Suite 1100 1100 Fort Worth, TX 76102 Shimek, Jacobs &. Finklea 8333 Douglas Avenue. SuHe 820 Dallas. TX
75225 Pereira Engineering P.O. Box 15252 Fort Worth, TX 76108 Dikita Engineering 1420 Mockingbird Lane Dallas, TX 75247 j:-L.Bertralll ConSttuCtion 1007 Hamson lane Arlington, TX 76011
--" . Arlinoton, IX 76011 Number of Project Cost of Work (in thousands) 14.0 1.0 41.1 43.4 26.0 27.0 10.48 4.8 10.0 Total Gross Fees (in .thQusandS) -----Comptetion Date --------12101
-----9/95 􀁬􀁩􀀲􀁦􀁏􀁬􀀢􀀭􀁾􀀠 3/02 -----------4/01 ------6/01 1/96 9197 ---Dallas 1 .'", I j 'C"I. a: 
--"OJ ""<..I ... 􀁾􀀠 " '" I N " " '""-I <I 1.106-􀁾􀀠-TC􀁾􀀠••.. DART SubstaUon Valley Crest 􀀱􀁾􀀱􀀶􀀰􀀮􀀰􀀰􀀠 INo\-Quality Control 􀁐􀀮􀁏􀁾􀀠Box 741686 Complete Dallas, TX Dallas,
TX 75374 -.. I 11100 -1 i097(c Denton Municipal Airport Carter & Burgess 6.5 Denton, TX 388 Hulen Street Folt Worth, TX ----l 097 Ie HWY 19i)6(Segment III) HNTB (Gillett Cobb, PE) 1,88.5
13/98 Dallas, Texas 14114 Dallas Pkwy, #112 I I I 1 Dallas, Texas I I ----'0971106 CW;Uiam James Middle School 􀁾􀁪􀀺􀀺􀁯􀁲􀁴􀀠􀁗􀁯􀁲􀁴􀁴􀁩􀁾􀁉􀁓􀁄􀀠 27.0 10/01 Fort Worth, Texas 100
N. University Dr. I . Fort Wortl1.Texas I f-:j-06--1 c 􀀭􀀭􀀭􀀫􀁉􀀭􀀽􀀲􀀱􀁾􀁯􀁏􀀠􀁾􀀠...􀁾 Oak Run Estates J.L. Bertram Construction 5.6 Mansfield, Texas 1007 Hamson Lane 􀁾􀁾􀁲􀀱􀁩􀁮􀁧􀁴􀁯􀁮􀀬Texas
097 I C True Lee MiSSionary Baptist Church SNA 􀁁􀁲􀁣􀁨􀁾􀁥􀁣􀁴􀁳􀀠 3.0 --+'lOil Dallas, Texas 951 Middle Run Duncanville. Texas I 097 IC . IDallas Love Field Parking Garage .HNTB 􀁾􀁾􀀮􀀠
8.0 _I 1106--Dallas, Texas 100 GlenbOrough, Suite 1300 I Houston, Texas I 􀀭􀀫􀀱􀀭􀀭􀀺􀀺􀀺􀀷􀀮􀁾􀀭􀀭􀀭􀁉􀀠 106 I C DART G-3 Hensef-PhelPsConstruction 255.5 6102 Oallas Light Rail Project
7929 Brookriver 􀁄􀁲􀁾􀀮􀀠Suite 160 i.= I 1'1' Garl-"nd, Texas Dallas, Texas 097 I C 􀀱􀀲􀁾􀀷􀀠 2100 Dallas, Texas 1420 W. Mockingbird. Suite 600 15210 Subdivision @Lake West Oikita
Engineering I Dallas, Texas I:;-;;----+1-::-0:=----1 097 C Highway 190 􀁓􀁏􀁉􀁊􀁾􀁴􀁨􀁷􀁥􀁳􀁴􀁥􀁲􀁮 􀁾􀁂􀁥􀁬􀁬􀀠Wireless 1.0 1100 Garland, Texas 15660 Dallas Parkway, 􀁓􀁵􀁾􀁥􀀠201 Dallas,
Texas 0971106 C Trimble Tech High School Fort Worth ISO • 36.0 5/02 Ft. Worth. TeJlas100 N,University Drive 1-:;-=---+::0------+:=-,..,---:::-:--::-:-:--:::--=:-:-=:----:-\ FI. Worth,
Texas I 106 C Stoneridge IX (University of North Texas) .Trammell 􀁣􀁲􀁯􀁷􀁾􀀠 29,0-3100 Dallas, Texas 2200 Ross Ave., Suite 3700 Dallas. Texas I 106 C American Airlines Arena HBC Engineering
􀀸􀀸􀁾􀀰􀀧 􀁾􀀭􀀱􀀭􀀺􀀶􀀯􀀰􀀽􀀧􀀺􀀻􀀭􀁾􀀧􀀠 Dallas, Texas 6901 Carpenter Frwy., Suite 100 Dallas. Texas I Friendship Community Development MATCOR Unlimiied-;-iilc:----..-j-5iJ--:O 0971106
Dallas, Texas 5787 S. Hampton Rd.• Suite 295 _ I I /Dallas, Texas I I Olney Airport Freese & Nichols 22.5 11/99 ! 106 I C I Olney. Texas 4055 International Plaza, Suite 200 Ft. Worth,
Texas I C 12199 
-------"" 􀁾􀀠 ". 􀁾􀀠 '" ·007097 0971106 097 0971100 100 106 106 106 100 106 106 , 106 I ---------C C C C C C C C C C C c C OFW AirPOrt··· Glycol Phase II OFW, Texas Paschal High School
Ft. Worth, Texas Oecatur.l4llnicipal Airport-Terminal Decatur, Texas Central Waste Water Treatment Plant Dallas, Texas 6,000 Sq. Ft. Commercial Building Allen, Texas Marl<. IV Post Office
Ft. Worth, Texas Beltline Intermediate School Cedar Hill, Texas Bulk Mail Center Parl<.ing Dallas, Texas Shady Oaks Drive N. Richland Hills, TX DART Une NC-4 Dallas Ugllt Rail Project
Dallas, Texas Huntingdon Dr. Gar1and, Text!t;--------------Wynn Joyce Water Injection Garland, Texas Bursey Road N. Richland Hills, TX CI1iang, Patel & Yeroy, Inc. 25.0 :J 1820 Regal
Row, Stuite 200 Dallas, Tex8sLL.arry Rivers _____________ -----Fort Worth I.S.0. 30.3 100 N. University Or. FtW0rtl1LIexas I Decatur MuniCipal Airport 28.0 2101 P.O. Box 478 I Decatur,
Texas I Halff Associates 38.0 5100 8616 N.W. Plaza Dr. Dallas, Texas Tegrity contractors 3.5 10199 P.O. BOX 1688 Allen, Texas United States Post Office 12 9/99 c/o INCA Contractors Dallas,
Texas Cedar HililSD 72 10199 270 S. HwyB7 Cedar Hill, Texas --United states Post Office 2.7 10198 c/o INCA Contractors Dallas, Texas J.L Bertram Construction 6.5 10197 1007 Harrison
Lane Arlington, TX 76011 Archer-Western CorrtraCiors, LId. 95.5 6/00 1170 W. Corpomte Dr., Suite 109 Artillglon, Texas XIT Paving 2.0 4/98 P.O. Box 495337 Garland, Texas City of Gartand
24.4 8/98 P.O. Box 469002 Gal1ancLTex"" ----------J.l. Bertram Construction 3.5 11/97 1007 Harrison Lane Mington, TX ?OO11 N I N I '" '" oc 0. <r 106 097/100 C C Labadie St. Richland
Hills, Texas Bray Elementary CafeterialStage Addition Cedar Hill. Texas ' J.L Bertram Construction 7.5 8/98 1007 Hamson Lane .,Arlington, Texas -----------BooherlMcGee & Assoc, Inc.
1.2 9198 5201 S. Westmoreland _.Q"lIas, Texa,, ________ 
Airport Forney Texas ' c/o Wall Enterprises [)uncanville, Texas .. 097 C Elevated Waler Storage Tank City of Alvarado 2.2 9/95 Alvarado. Texas c/o Rady 8. Assoc Fort Worth, Texas 'i.'
AIHed Builders '" P.O. Box 76339 iJ. Plano. Texas DFW Taxiway -C Extension I.F'I"flOy.lexas .... Wendy Lopez & Assoc. 118.0 I 10198 DFW International Airport, Texas 1825 Market Center
Blvd., Suite 510 Dallas, Texas Turner, Collie 8. Braden. Inc. Dallas, Texas 1200 Summit Avenue, Suite 600 Fort Worth, Texas 100 C Trophy Club Drive City of Trophy Club 9.6 5/96 Indian
Creek Olive c/o J.L Bertram Construction Trophy Club Texas Arlington, Texas 097 C Roadway Bridge Town of Flower Mound 2.0 1196 Wichita Trail c/o HDR Engineerin Flower Mound, Texas Dallas,
Texas 100 C Plummer Elementary School IDallas, Texas Cedar Hill ISO 5.6 6199 Cedar Hill, Texas 097 fc IBlue Bird Lane I Dallas. TX :ing Garage 097 Ie I OFW Maintance Shops DFWAirport
15.7 1111/95 ' DFW international Airport z .... 16.9 18198 􀁾􀀠 0: f:: '" 16.5 1 11/95 c G Hightower Drive N. Richland Hills, TX , Tex$J$ tamp M"mufRr.furing I J.L. Bertram Cons1ruction
I Texas Lamn ''""I '" '"I II: "<C J _JI 
------1" u. >:: ..<..r ., " "'", ".,, "U. <I 1 097 C 106 ... C 0971106 C 021/023 C ---------------021/023 C 097/106 C 0971106 C 0971106 C 0971106 C 097/106 C 106 C 097 C 􀀭􀁾􀀠 097 C
----------------------Traffic Tunnel Addison Airport Addison, Texas Deep Valley Trail Plano, Texas 􀁍􀁯􀁮􀁯􀁰􀁯􀁊􀁾􀁩􀁯􀁷􀁥􀁲􀁳􀀠(Various Sites) Mobile Phone systems DaltasIFort Worth.
Texas DARTCBD DaUas Light Rail Project Dallas. Texas DARTSOC-28 Dallas Light Rail Project Dallas. Texas Windsor Palik Addition City of Cedar Hill Cedar Hill. Texas Hillcrest IV & V City
of Frisco FriSCO. Texas Forum Place III City of Grand Prairie Grand Prairie, Texas Waterstone Phase 1/City of Rockwall Rockwall. Texas Lakeridge IV,V,VII,VIV.VII-2,X,XI City of Cedar
Hill Cedar Hill. Texas Douglas lane N. Richland .....,ne Tenninall-E Aircraft Holdpad J)'-FVIIlntema1ional Airport Excava1ion Support Galleria Expansion 􀁄􀁡􀀧􀁾􀁟􀁾􀁾􀁾􀀠􀁊􀁾􀀬􀀻􀁾􀁾
___________________ Texas Tumpike Authority 11.0 2196 clo HDR Engineering Dallas, Texas City of Plano Plano 1.5 9/95 Box 860358 Plano, Texas Southwestern Belt Mobile 25.0 6/96 310 Himes
Euless, Texas -DAR.T. 42.6 4/95 1300 Pacific Ave Dallas,J:exas -----DAR.T. 10.5 03195 1300 Pacific Aile • Dallas. Texas , City of Cedar Hill 35.0 9/97 P.O. Box 96 􀀮􀁃􀁟􀁥􀀨􀁪􀁾􀁲􀀭􀀧􀀻􀁩􀁉􀁉􀀮􀀠Texa
s ---------City of Frisco 27.0 8197 clo XIT Palling _§a.r:l_and. Texas -City of Grand Priaire 8.0 6/97 clo W.R. Hodgson _§_eagoville. Texas ...-City of Rockwall 6.0 7/97 clo W.R. Hodgson
􀁓􀁥􀁾􀁧􀁯􀁶􀁩􀁬􀁬􀁥􀀮􀀠Texas City of Cedar Hill 14.0 10/97 P.O. Box 96 Cedar Hill, Texas J.L. Bertram Construction 7.5 12198 1007 Hamson lana 􀁟􀁾􀁲􀁬􀁩􀁮􀀹􀀡􀁯􀁮􀀮􀀠ne 76011 American
Airlines 4.0 12194 clo Corgan Assoc. Art:h. ..Fort Worth, Texas 􀁾􀁾􀁾􀁾􀁾􀁾􀁾􀁾􀁾􀁾􀁾􀁾􀁾􀁾􀀠 Galleria Shopping Mall 1.0 11/94 Dallas. Texas 097 IE Super Conducting Collider ITs. aepait-:-ofEnergy--
--nla 7/94 Washington D.C., USA Ellis County, Texas 0211106 The PBIMK Team C Elm Folik Water Project Dallas Water LIIilities 2.5 12/92 Dallas. Texas 1500 Marilla Dallas, Texas 75201
-
-------------------------------1 106 C Park Boulevard Reconstruction City of Plano 5.2 10/96 Plano. Texas Box 860358 Plano. Texas 108 C ""H"""o liday Lane Improvements City of Richland
Hills 10.5 8/96-····--clo J.L. Bertram Construction Arlington. Texas Richland Hill. Texas 106 C Eldorado "rlXway Reconstruction City of Mckinney 10.1 6197 clo XIT Paving MeSQuite. Texas
Mckinney. exas 0971106 C Alliance Airport Expansion City of Fort Worth 124.0 3197 Fort Worth, Texas clO Carter & Burgess ..... FortVV0!1, Texas 0971106 C Superconducting Super Collider
Dept. of Energy 100 est. 2/97 Project Clos....out clO Lockwood Green Tech Ellis County, Texas Oal< Ridge, Tenn 0971108 C Eduardo Mala Elementary OJ.S.D. 36.0 12196 Grand Ave 3510 S.
Beckley Dallas, Texas .Dallas, Texas 75224 097 C Benbrook Water Tunnel Tarrant County Water District 88.7 4196 Tarrant Count, Texas clo Seven K Construction .. Elenbrook, Texas 106 C
Simmons Drive J.L. Bertram Construction 1.5 5100 N. Richland Hills, TX 1001 Harrison Lane Arlington, TX 7&011 ..... r;:------.. 106 Moises Molina High School 0.1.$.0. 10.5 􀀭􀀭􀁾􀀠 C
5196 Illinois Ave 3510 $. Beckley Dallas, Texas 12. The fonegoing is a statement of facts. Date: Signature: Typed Name and Title: Cornelius Mason, President 01129102 r ... '<"I .".'
<> " '" '"I '" I .'". '" <I 
Q, '" u. ;;: ([ I.'.IS) ri ".. " , I .. .(L. <1. 􀁃􀀭􀀺􀀭􀀺􀀺􀀭􀁾􀁾􀁾􀁾􀁾􀀠 106 C Pari< Boulevard Reconstruction Plano. Texas 106 C Holiday Lane Improvements Richland Hill. Texas 106
C 􀁅􀁬􀁤􀁯􀁲􀁡􀁤􀁾 firt<way Reconstruction Mckinney. exas 097fl06 C Alliance Airport ExpanSion Fart Worth. Texas 097/106 C Superconducting Super Collider Project Close-out Ellis County.
Texas 091/106 C Eduaroo Mata Elementary Grand Ave ---------------------􀁾􀁾􀀨􀀩􀀢􀁬􀁉􀁡􀁳􀀮􀀠􀁉􀁥􀀩􀀨􀀢􀀬􀀬􀁾􀁾􀁾􀁾􀁾􀁾􀁾􀀠 097 C Benbrook Water Tunnel Tanrant Count, Texas ------------------􀁾􀁾􀁾􀁾
􀁾􀁾􀁾􀁾􀁾􀁾􀁾􀁾􀁾􀁾􀁾􀁾􀁾 􀁾􀀠􀁾􀀠􀁾􀀠􀁾􀀠􀁾􀀠􀁾􀀠 106 C Simmons Drive N. Richland Hills, TX --------------------------------106 C Moises Molina High School Illinois Ave Dallas, Texas
􀁕􀀱􀀲􀀺􀁔􀁨􀁥􀁩􀁏􀁲􀁥􀁧􀁾􀁡􀁬􀁥􀀲􀁣􀁴􀁳􀀮􀁵􀁾 /J;) Signature: 􀁾􀁾􀀠 '4) 1/'" 􀁾􀀠 ..... City of Plano 􀀵􀁾􀀲􀀠 10/96 􀁾􀁾􀁾􀀭􀀭􀁬 Box 860358 􀁾􀁐􀁬􀁡􀁮􀁯􀀬􀀠Texas -City of Richland
.-" 10.5 8/96 c/o J.L. Bertram Construction Al1inqton, Texas City of Mckinney 10.1 6/97 c/o XIT Paving I MeSQuite. Texas City of Fort Worth 124.0 3/97 c/o Carter 8. Burgess Fort Wort.
Texas Dept of Energy 100 est 2/97 c/o Lockwood Green Tech 􀁾􀀠􀁏􀁡􀁾􀁫􀁾RiI.lge,Ienn D.I.S.0. 􀀳􀀶􀁾􀁏􀀠 12196 3510 S. Beckley Dallas, Texas 15224 Tarrant County Water Dislricl 8S.1
4/96 clo Seven K Construction .......... 􀁾􀁾􀁂􀁾􀁥􀀮􀁬􀀱􀁬􀁬􀁲􀀨􀀩􀀨􀀩􀁫􀀬􀀠Texas J.L. Bertram Construction 1.5 5/00 1001 Harrison Lane 􀁾􀀢􀀧􀁲􀁬􀁩 I'IgtOI'l, TX 76011 DJ.S.D. 10.5
5196 3510 S. Beckley Date: Typed Name and Tille: Cornelius Mason, President 03127/02 
1341 West Mockingbird Lane· Dallas, Texas 75247' 972,647,6700' W\NW.:X'CO", February 14, 2002 Laughley Bridge & Construction P,O, Box 123800 Fort Worth, TX 76121-3800 Attn: Mr. Charles
Laughley RE: Arapho Road· City of Addison 􀁾􀀲􀀠8274 NA-eO"':>/T:5<:" -4-\-0<:" The attached concrete mix designs utilizing the appropriate ASTM C·33 or ASTM C-330 aggregate are proposed
for use on the above referenced project for ready-mixed concrete to be furnished by TXl To ensure that the correct mix is delivered to your project, please order by the mix design number
which appears in the upper left hand corner of the mix design, TXI certifies that the above mix designs, when ordered by specified design identity, and delivered by TXI, will meet or
exceed the indicated design strength at the designated age when tested in accordance with the applicable and current ASTM Standards C 31, C 39, C 78, C 172, C 293, applicable provisjons
of C 94, and evaluated in accordance with applicable provisions of the ACI Building Code. TXI would like to be included on your mailing list to receive aU test reports, ASTM C 94 entitles
a manufacturer to receive copies of aU test reports w,ien strength of concrete is used as a... . basis for acceptance. Contact tis if you have any questions or require any additional
information. Please notify TXI ofapproval of the proposed mix design prior to its use. Failure to notify us prior to first placement shall constitute acceptance, To ensure that the proper
mix design is ordered, please send a copy of this letter, after approval, to the above referenced project to be used by the person ordering the concrete for this job. Sincerely, TXI
Operations, LP ;:? , J ...􀁾􀀠 r 􀁾􀁾􀁾􀁴􀀧􀁣􀀮􀁾􀀮􀁾􀀧􀀧􀀧􀁐􀀬􀀺􀁲􀁊􀀠 Y{.:edi e Stone Customer Service Representative 
Arapho Road -City ofAddison Mix #: 8272 Description: 5.00SK ADMIX/ABA l"CS Strength: 000 psi @28 Da s (tJ'G ASREQ RED (JI" -#4 CRUSHED STONE 􀁾I\) 0.549 Ibsllb _ 470 Ibs (per cubic yard)
/'-4.00 inches .'" ASTM C-260 "\J' ASTM C-494 Type A or D \; PER 1.0 CUBIC YARD AT S.S.D 4701bs. A TM C 150 TEl CEMENT 18401bs. '-#4 CRUSHE STONE 1352Ibs. CONCRETE SAN 258 Ibs. or 31.0
Gallons of ater 2.0 to 4.0 ozlcwt ofASTM C-494 Type A Specified Air Content: 3.0% -6.0% Placement Slump: 3.00 + or -1.00 inches Mix #: 8274 Description: 6.00SK ADMIX/AEA 1 "CS o \;:,..
Co v..-J ) I'S c... Strength: -400() psi @28 Days 4-\-oc.. 3<.000 STRUCTURES Maximum Size Coarse Aggregate: 1" -#4 CRUSHED STONE Maximum Water/Cement Ratio: 0.457 lbsllb CementlCementitious
Content: 564 Ibs (per cubic yard) , Maximum Placement Slump: 4.00 inches " Air Entraining Agent: ASTMC-260 Admixn4: ASTM C-494 Type A or D MATERIAL QUANTITIES PER 1.0 CUBIC YARD AT S.S.D
564 Ibs. ASTM C 150 TYPE IIII CEMENT 18401bs. 1" -#4 CRUSHED STONE 12731bs. CONCRETE SAND 2581bs. or 31.0 Gallons of Water 2.0 to 4.0 ozlcwt of ASTM C-494 Type A Specified Air Content:
3.0% -6.0% Placement Slump: 3.00 + or -1.00 inches 
PUMPING NOTES: 1. 5" minimum diameter lines with no reduction to smaller lines. 2. Keep rubber hose to absolute minimum length and plan pipe with as few 90 degree angles as possible.
3. Samples for slump and strength tests should be taken at discharge end ofhose for strength guarantee to be valid. 4. To prime pump lines, a minimum of8.0 sack grout is recommended
for lubrication. In the case ofstrength concrete, equivalent strength grout should be used if the grout remains in the placement. 5. Pump mixes are based on minimum cement content pumped
at ground level. As pump line increases in length or height andlor layout configuration changes, mix design modifications may be required to assure strength and pumpability at additional
cost to the contractor. 6. TXI cannot control, and is therefore not responsible for excessive loss of entrained air content when loss occurs as a result of boom configuration or free
fall discharge from hose. To ensure minimum air loss when pumping, maintain a continuous flow ofconcrete through the entire length ofpipe and do not subject concrete to free falL 7.
The term "pumpable concrete" refers to concrete which is capable of being transported through an apparatus which forces concrete to the placing position through a pipeline or hose as
long as the recommendations indicated above are followed. The term "pumpable concrete" does not relate to concrete proportioned in a particular manner or containing a specific type of
product. Strength of lightweight mix designs valid provided strength specimens are air cured in accordance with ASTM Test Method C 567-01, as refere!ced in section 8.1 of ASTM ft>ecification
C 330. Unless otherwise indicated, when the concrete temperature at point ofplacement exceeds 90 degrees Fahrenheit, TXI will guarantee the strength performance of the mix design(s)
herein submitted up to a maximum placement temperature of 100 degrees Fahrenheit using an ASTM C 494 Type D retarding water-reducer, as long as the concrete is placed within 75 minutes
from batch time. time. Unless otherwise indicated, strengdl of plain concrete guaranteed up to if. 11liiXilIIUlll p!Ut;t;.mt;Ilt temperature of 85 degrees Fahrenheit. We are enclosing
all available back up data tor the referenced mix design(s). If the strength information is not available, or is insufficient, confirmation tests may have to be conducted by your laboratory.

TElQ,S XNDU$'l'RIES CONCRETE OESIGH 􀁾􀁕􀁁􀀧􀁬􀀧􀁉􀁏􀁈􀀠 Date' 02/13/02 􀀮􀁾􀀠 􀁓􀁴􀀦􀁴􀁩􀁡􀁴􀁾􀁣􀁡􀀠 Compillild From IndQpandlilnt Laboratory TQat SplilcimQna tt res: r<Ui'I'.oer ,
5 1: 12 13 14 '5 19 26 ,". 2' 30 Oate 06/04lCi 06/05/01 06/01/01 06/01/01 06/08/01 06/08/01 06112101 06112101 061:.2101 06/12101 06/13/01 06/18/01 06nB/Ol 06/1810L 06/19/01 06/27101
06121/01 06/21/01 01/12101 07/1 7/01 01 /18/01 01119101 Oi/19/01 01 /20/01 ;)1123/01 0712)/01 01/23/01 01/24/01 01121/01 0612:.)/01 Hix Numbo,' 8.7' 􀁳􀀼􀁲􀀮􀁮􀀮􀁴􀁨􀁾􀀧􀀠,. O.y' 28
Day Tut Data Plant 'T'emperature i rahrenheit J Placement Percent 􀀭􀁾􀀭􀀭􀀭􀀭􀁾􀀭 28 Day __ 􀁾􀀠____ w Cumulative t-IC'I 􀁾􀁮􀁱􀀠 Number Ambient ConcreLe Slump!inJ of Alr PSI 1 PSI
2 PSI AVG Jl,veraqe lwq of 3 Ra,"lqe .0 7. 5.50 "IA 060 030 4.345 JO 43 90 5.50 "fA 4200 .(210 1105 4215 " 5,25 4,5\ 3100 3120 􀀱􀀳􀁾􀀠 4081 4081 t3 18 .2 6.00 5.6\ 3120 390(\)1-􀀬􀀮􀁾􀀠
.01$ J90E 1. " .5 " 3690 3540 3680 3380 V 􀀳􀀶􀁾􀀵􀀠C\ 􀁾􀀭V 3951 3969 31J5 3652 10 160 " Sl 92 4410 􀁾􀀠 3963 3890 UO .0 " '5 4260 4230􀁾􀀠 3996 4072 18 " " 3650 31501 􀀺􀀳􀀱􀁯􀁯􀀮􀁾􀀠
3963 4152 :00 " '0 " 4060 3800 ..... J 􀁾􀀳􀀰􀀠 '\.J 3960 3953 260 85 4060 3B80 391e:J 􀁾􀀠('3961 3861 190 '0 13 13 " 16 " 96 .' e7 6.00 5,50 4.5\ .{.7\ 3530 4560 3B10 3560 4440 3950
3545""""'" '3926 4500 3880 3910 3964 3815 4005 3975 30 120 1<0 41 13 B. 5.15 4.6\ 4170 4230 4200 )960 60 ee 5.00 3, " .0 3560 3100 3962 3921 2EC '5 6.00 4.2\ 36 3BHi 3ns 3948 3815 230
e. 5.50 -4,1\ 4020 4070 4045 3954 JB23 50 79 " 01,,00 5,6\ 3600 3150 3615 3939 3815 150 " " el " ,.1..6 5.50 3.00 .3.00 5,9\ 4.3\ 3.2\ 3500 3620 4830 3340 4040 4130 342:0 3830 4780 3913
3909 394:9 3113 􀁊􀀶􀁾􀀲􀀺􀀠 4010 160 420 laO 7". 16 " 4.50 3.00 6,0\ 6.0\ 4510 4020 4670 HaO 4620 410{J 3918 39B3 4410 4500 100 160 eO " 5,00 6.0\ 3150 3110 3HO 3914 4160 20 " 3.00
),8\ 060 4310 4335 3998 4065 " " 5.25 3.9\ 3810 3950 ('910 3965 4002 " 99 3.50 4.2\ 4410 4270 .4310 3999 4205 20C 81 7. 2.50 6,0\ 4280 454.0 11410 4013 4230 260 92 6.00 5.0\ J910 3920
3865 4008 4215 ,1 e6 4.,1\
 COMMENTARY OF STATISTICAL EVALUATION OF CONCRETE DESIGN RESULTS Mix Num:8272 Strength: 3000 psi @28 Days Paragraph 5.5 of ACI 318-99 provides that as data becomes available during construction,
the amount by which 􀀨􀁾􀀧􀁣􀁲􀀩􀀠 must exceed the specified value of 􀀨􀁾􀀧􀁣􀀩􀀠 may be reduced, provided: (a) 30 or more test results are available and average of test results ex
eds that required by Section 5.3.2.1, using a standard eviation calculated in accordance with Section 5.3 .. 1, or (b) 15 to 29 test resu ts are a 􀁡􀁩􀁬􀁡􀁢􀁬􀁾􀁤􀀠average of test results
exceeds tha requ' 􀁥􀁤􀁾􀀻􀀠􀀺􀁾􀁮􀀠5.3.2.1, using a standard deviatio ca 􀁵􀀱􀁡􀁴􀁾􀁾􀂷􀀠 􀁡􀁣􀁾􀁡􀁮􀁣􀁥􀀠with Section 5.3.1.2. () The required average compres 've strengthCkas 􀁾􀁣􀁡􀁬􀁣􀁵􀁬􀁡􀁴􀁥�
� using a standard deviation a culated in 􀁡􀁾􀁲􀁤􀀠nce with ACI 318-89 Section 5.3.1.1 or ection S.3.172-an is the larger value of these calculatio s: 􀁾􀀠 􀁾􀀠􀀼􀁩􀀭􀁦􀁟􀁃􀀩􀁾 F'cr
F c +1.34(0) 3000 + 1. 34 ( 360 ) = 3482 \: 􀁾􀀧􀁣􀁲􀀠= 􀁾􀀧􀁣􀀠 + 2.33(SD) 500 3000 + 2.33 ( 3 o ) -500 = 3338 , ... .4.. SUMMARY OF STATISTICAL ANALYSIS 28 Day Test Data Number of
Tests ... , ..................... . 30 Maximum Value ........................... . 4780 psi Minimum Value ........................... . 3420 psi Ra nge ...................................
. 1360 psi Average Strength ........................ . 4008 psi Standard Deviation ...................... . 360 psi Required Average Strength to satisfy minimum probability conditions
of ACI 318-99 Section 5.3.2.1 ... , ........ , .. 3482 ......c:: .; 􀀺􀀺􀀭􀁾􀀭 Design excess oeyond code requirements ... 526 ,n,¢-•
TEXAS !HDUSTfUtS CONCRETE DESIGN 􀂣􀁖􀁁􀁌􀁕􀁁􀁾􀁉􀁏􀁎􀀠 Date: 02/13102 •• Statistics Compiled From Independent Laboratory Test 3(0.00 Mix Number: 8214 Str..􀁮􀁱􀁴􀁨􀀺􀁾􀁰􀁳􀁩􀀠(I 28
Days 28 Day Test. Data Tem.perature 1'est Plant. O"ahtenhe1t) Placement Percenr 􀀭􀀭􀀭􀁾􀀭􀁾􀀭􀀭 29 Day -------Cumulative Moving Number Date Number Ambient Concrete Slump(ln) of Air
PSI 1 PSI 2 PSI AVG Averaqe Avq of 3 Ranqe 01J19/01 24 .5 90 5.00 4.1\ 4620 <930 4115 4115 3le , 0"1119/01 " " 91 4,00 4.2\ 5480 5310 5395 5085 170 01119/01 " 6' 91 5.00 4. "1\ 5 t60
5180 5110 5113 5 􀁾􀀠1:' :;c C1nO/Ot 95 4. 00 6,0\ 4900 5590 5245 5146 521C 6;I) ; 01120/0: 81 93 3.00 :'>.5\ 5480 5200 5340 5195 5252 laC , 01J23JOl " 93 L50 5,4\ 6360 6490 6425 5392
50610 130 01124/01 " 91 4.00 5,9\ 5HO 5490 5610 5423 5792 ''0 e 01/25/01 " " 3,00 5.4\ 6320 6520 6420 5548 6152 200 9 01126/01 4.00 4.6\ 4660 4590 4625 5445 !S52 10 07/26/01 " 93 4.75
5.4\ 4750 4550 4665 536'1 5231 07130/01 8' 92 4. 50 5.4\ 5990 6030 6010 5425 5100 : 2 01/30/01 " 90 3,50 5.4\ 6540 6520 6530 5518 573:'J 20 08/09/01 94 93 5.00 5.6\ 5400 6'100 6050 5558
619 7 130C 08/09/01 61 90 3,75 5,0\ 4900 518t} 5040 5521 !l8n teo :; 03/13101 34 93 4.75 5.1\ 4930 5420 5175 5498 5422 16 08/13/0t 81 92 4.50 5.4\ 4920 53'10 5145 54'16 5120 n OBI15101
" 69 ,LOO 5.5\ 5250 5400 5325 50467 5215 1>0 IS 0$111101 .2 91 3.75 5,1\ 4210 4220 􀁾􀀲􀀱􀀵􀀠 5398 4.1:95 10 19 OB12110t " 3,00 'fA 48'10 5000 4935 5373 4625 130 ,0 12119/01 55 3.00
5.1\ 5540 50730 5635 5381 4928 190 21 ;2119/0:' 5' 1. 75 5,0\ 56'10 5940 590S 5406 545e 2'0 12119/01 63 3.00 5.0\ 4H10 4S90 4690 5373 5)73 100 23 12119/01 60 3.25 5.2\ 5180 5090 5135
5363 520'1 90 lV19/01 62 4. 00 5.1\ 6030 6170 6100 5394 5305 !W 12119/01 60 2.00 4. 9\ 5a90 5830 5860 5412 5699 60 26 12119/01 60 S.25 6.1\ 4920 46S0 nBS 53Se 556Z 2'0 " 12/19101 ,9
'),25 5,9\ 5240 5090 ,5165 5380 52'10 150 2. lV19/01 55 3.25 􀁾􀀮􀀴􀁜􀀠 5S50 5080 .5315 5378 5CSe 470 29 12119/01 53 2.50 6.2\ 􀁾􀀳􀀳􀀰􀀠 5390 5355 5377 5218 30 12119/01 6. 2,75 4 ,0\
6760 6640 6700 􀁾􀀴􀀲􀀱􀀠 5190 12C ••• Avera.qes ••• 82 19 3.13 5.3\ 
COMMENTARY OF STATISTICAL EVALUATION OF CONCRETE DESIGN RESULTS 31<>00 Mix Num:8274 Strength: 􀁾psi @28 Days Paragraph 5.5 of ACI 318-99 provides that as data becomes available during
construction, the amount by which (F'cr) must exceed the specified value of (F'c) may be reduced, provided: (a) 30 or more test results are available and average of test results exceeds
that required by Section 5.3.2.1, using a standard deviation calculated in accordance with Section 5.3.1.1, or (b) 15 to 29 test results are available and average of test results exceeds
that required by Section 5.3.2.1, using a standard deviation calculated in accordance with Section 5.3.1.2. The required average compressive strength has been calculated using a standard
deviation calculated in accordance with ACI 318-89 Section 5.3.1.1 or Section 5.3.1.2 and is the larger value of these calculations: F'cr = F'c + 1. 34 (SO) = 4000 + 1.34 ( 625 ) = 4837
F'cr = F'c + 2.33(SD) 500 = 4000 + 2. 33 ( 625 ) 500 = 4956 , .. .. 􀁾. SUMMARY OF STATISTICAL ANALYSIS 29 Day Test Data Number of Tests ......................... . 30 Maximum Value
........................... . 6700 psi Minimum Val ue ............................ 4215 psi Range ................................... . 2485 psi. Average Strength ........................ . 5421 psi Standard Deviation ...................... . 625 psi Required Average
Strength to satisfy minimum probability conditions of ACI 318-99 Section 5.3.2.1 .............. . 4956 ps:' Design 􀁥􀁸􀁾􀁥􀁳􀁳􀀠 Deyond code requirements .. . 465 <"-1""\<:::1 
MIDLOTHIAN CEMENT· 245 Ward Road' Midlothian, Texas 76065 • www.lxLcom SPECIFICATIONS Portland Cemenl Type 1111 (Low Alkali) A.S.T.M. C150·98 ISin Number 'Car Number 􀁾iTo􀁾n􀁾s 􀁾􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭�
�􀀭􀀭􀀫􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀁾􀀭􀀭􀀭􀀮􀀭􀀭􀀭􀀭􀁾 . Dale of Sampling December-ZOOl Monthl I ASTM 􀁔􀁅􀁓􀁾􀁔􀁾􀀮􀀭􀀭 􀁾􀁉___________􀁾􀁾􀁾􀁾􀁾􀁾􀁾􀁾􀁾􀀭
􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀺􀀽􀁊􀀭􀀭􀁾􀀧􀁾􀁓􀁾􀁐􀁾􀁅􀁾􀁃􀁾􀁉􀁆􀁾􀁉􀁃􀁾􀁁􀁾􀁔􀁾􀁉􀁏􀁾􀁎􀁾􀀭􀀭􀀭􀀭􀀭􀀭􀁒􀁾􀁅􀁓􀁕􀁌􀁔􀁓_____ I CHEMICAL REQUIREMENTS 4 I 0.43 , i . S',lI ca O,de Minimum Percent
I , 200 " , -Alumina Oxide, Maximum Percent 6.0 Iron Oxide, Maximum Percent 6,0 Magnesia Oxide, Maximum Percent 6,0 Iso, (C,A less than 8%), Maximum Percent • ILoss on Ignition, Maximum
Percent 3.0 Insoluble Residue, Maximum Percent 0.75 ITncalcium Aluminate, Maximum Percent 8,0 I I OPTIONAL CHEMICAL REQUIREMENTS ,Total Alkalies, Max. % (Na20 equiv.) 0,60 I , PHYSICAL
REQUIREMENTS 209 3.9 3.6 1.1 3.3 I 1,1 0.20 'Specific surface, Blaine Minimum (m2Ikg) Gillmore, Initial Set, Minimum (Minutes) 280 60 347 175J 'Gillmore, Final Sel, MaximumJMinutes)
,Vical, IMinimum (Minutes) . Initial Set IMaximum (Minutes) Air Content, Volume, Maximum Percent Auloclave ExpanSion, Maximum Percent I 600 45 375 12 0,80 i 287 87 6 0,00 I I i , Minimum
Compressive Strengths :J..Day 17 Day MPa 12.0 19.0 , .. psi 1740 2760 MPa 25,0 31,6 PSI 3621 4579 i i STATE OF TEXAS Jeff Wendel , being duly sworn deposes and says: that he is Quality
Services Manager of TXI Midlothian Cement Plant, who prepared the above report of tests and that the same IS Irue and correct. SUbscnbejnd sworn 10 before me on this date: 01110/02 \"'\
/) () 􀁜􀁬􀀭􀀡􀀯􀀿􀁾 NO!Zry Pt.:bllc 􀁑􀁕􀁾􀀠 . 􀀢􀁾􀀸􀀠,'ISH:1 Cl50 Table 1, Footnote 0 K.C, COKER NO'rARY PUOLIC STATE OF TeXAS M}' COlllllliuion 􀁅􀁾􀁰􀁩􀀨􀁮􀀠 Ol.'lobt!r 22. 2002

Grace 􀁃􀁣􀁮􀁳􀀬􀁲􀁵􀁣􀁾􀁬􀁣􀁮􀀠􀀭􀁐􀁾􀁯􀁣􀁴􀀺􀀺􀀺􀁳􀀠 "'tR. Gra.:e -s. ':.: 􀂷􀁃􀀮􀀺􀁾􀁲􀀧􀁌 GRACe 4323 CriteS Si(:;;:( P.O. Ec:< 􀀲􀀵􀁣􀀵􀂷􀀷􀁾􀀲􀁾􀀲􀀠 􀁈􀁯􀁵􀁳􀁾􀁣􀁮􀀬􀀠TX {tCC::
713·223·8353 http:://'www,;c;:-grac5:,:Or.", June 28, 2001 TXI 1341 Mockingbird Lane, Dallas, TX 75247 This is to certify that DARA T ARDol) 17, a water-reducing and retarding admixture,
as manufactured and supplied by Grace Construction Products, VI/, R Grace & Co,Conn" is formulated to comply with the Specification for Chemical Admixtures for Concrete, ASTivl: C 494,
Type D (AASHTO M 194, Type OJ, DARATARDol) 17 does not contain calcium chloride or chloride containing compounds as a functional ingredient. Chloride ions may be present in trace amounts
contribu1ed from the process water used in the manufacturing, The above is in addition to and not in substitution for our standard Conditions of Sale printed on the reverse side hereof,
•t Fred Hightower Technical Services 
Grace ConSifucticn ?fCGUC:S GAACE V\.I.R. Grace & Cc ·Ccnr:. 4323 Crites Sfe!! P.O. 8ex 2585·;;-252 Houston. TX 77:'0.3 713·223-S35J http://wWW·9c;l-grac5.cor-. June 28, 2001 ,XI 1341
Mockingbird Lane. Dallas, TX 75247 This is to certiiy WRDA®with HYCOL®, a water-reducing admixture, as manufactured and supolied by Grace Construction Products, W. R. Grace & Co.-Conn.,
is formulatec to comply with the Specification for Chemical Admixtures for Concrete, ASTiIIl: C 494. Type A (AASHTO M 194, Type A). WRDA® with HYCOL® does not contain calcium chloride
or chloride containing compounds as a functional ingredient. Chloride ions may be present in trace amOL!nts contributed from the process water used in the manufacturing. The foregoing
is in addition to and not in substitution for our standard Conditions of Sale printed on the reverse side hereof. •, Fred 􀁾􀁧􀁨􀁴􀁯􀁷􀁥􀁲􀀠 Technkal Services 
Grace Consiruct.ion Products GRACE IN R Grace & CO"C0,"1(, 4323 Criles Stree, P.O. 80x 2585· 77252 Houston. TX 77003 713·223·B353 http://wwwgcp-graoe.com June 28, 2001 TXI 1341 Mockingbird
Lane. Dallas, TX 75247 This is to certify that DARAVAIR® 1000, an air-entraining admixture, as manufactured and supplied by Grace Construction Products, W. R. Grace & Co.-Conn., is formulated
to comply with the Specification for Air-Entraining Admixtures for Concrete, ASTM: C 260 (AASHTO M 154). DARAVAIR® 1000 does not contain calcium chloride or chloride containing compounds
as a functional ingredient. Chloride ions may be present in trace amounts contributed from the process water used in the manufacturing. The foregoing is in addition to and not in substitution
for our standard Conditions of Sale printed on the reverse side hereof. ,.. Frea 􀁈􀁩􀁾􀁨􀁴􀁯􀁷􀁥􀁲􀀠 Technical Services . · :-....... . 􀁾􀀬􀁛􀀮􀀠'II,: 􀂷􀁴􀁾􀀮􀀻􀁪􀀧􀀮 0 
TEXAS INDUSTRIES QUALITY CONTROL DEPT. AGGREGATE SIEVE ANALYSIS Date: 1/11/02 Production Facility: TXI -BRIDGEPORT, TEXAS Size: Grading Designation: ASTM C-33 1" -#4, Project: SIEVE
CUMULATIVE Sample Location: CUMULATIVE I CUMULATIVE REQUIRED SPECIFICA;flON ,.--'S;..,.I"'ZE"'--I--,..;WT-'."-.c....;.;R"'E.;.;TA;,.:.Ic.,N;.;,;E;.;,;D......,,---'.;%--'--'R,;;:.E..T.A"'--N1-"E;.;,;D
_+--.:.%c:..'.p...􀁁 􀁾􀁓.􀁓...􀀠I.;...N;..,.G_I--..,;.%;;...;.R;;::E"'T:A_c.:1􀁎􀀬􀀻􀀮􀀻􀀻􀁅􀀺􀀺􀀮􀀺􀁄􀀺􀀮􀀮􀀮􀀮􀁾􀀠 % PA SSIN G 2,0" 1,5" o 100 o 􀀱􀀰􀁾􀀠 1,0" 1,54 98.46 0-5 95 -100
25,18 74,82 59,67 40,33 40 -75 25·60 i , 3/8" 81,97 , 18,03 I ! I ! I #4 97,27 2,73 90 -100 0·10 I , #8 96,84 3,16 95 -100 0-5 r #10 , , ! #16 , , '-1 , I r #30 i , i I ! • ! #40 , I
i 􀁾􀀠 I i #50 I , , : , #100 : -J i #200 , J I I , -1 ' PAN 'NT, I I Decant ,6% 􀀻􀁶􀁵􀁾􀀺􀁯􀀠 Of leS[S. 40 Size. :57 PLANT: BRiDGEPORT 
TEXAS INDUSTRIES QUALITY CONTROL DEPT. AGGREGATE SIEVE ANALYSIS Date: 01131102 Production Facility: IXI WADE SAND Designation: Grading Designation: ASTM C-33 FINE AGG. Project: *****ALL
TESTS**·" Sample Location: I i I i ! I , , i ! I SIEVE SIZE 2.0" 1.5" 1.011 :X" Yz" 3/8" #4 #8 #10 #16 #30 #40 #50 #100 #200 PAN WT. M. C. Decant S. E. , I I i , I CUMULATIVE CUMULATIVE
CUMULATIVE I wr. RETAINED % RETAINED % PASSING ' , , i 0.00 100.00 3.10 96.90 12.66 87.34 I 24.19 I 75.81 52.44 47.56 .. 85.83 14.17 I 􀁾􀀠 96.43 3.57 ! . , 98.33 1.67 Fineness Modulus:
2.75 REQUIRED SPECIFICATION % RETAINED % PASSING , 0 100 0-5 95 -100 0-20 80 -100 I 15 -50 I 50 -85 40 -75 I 25 -60 I I ! I 􀁾􀁏􀀠-90 10 -30 90 -98 2 -10 I , I I i ! , ! I I I I I 100%
of tests: 7 Size: 33 PLANT: TXI WADE SAND Job: ..·····ALL JOBS·....•• 
1341 West Mockingbird Lane' Dallas, Texas 75247· 972,647,6700' www.lXi.com MATERIAL SAFETY DATA SHEET N.." AMeen 1Xl OPERATIONS, LP 13<1 MOCKlNOBIJU) LANll, DALLAS, TEXAS 75247 EmclletlC)'
Telepbooe Nut:Ubcr Persoo. }tupoa.siblc (or Prepllllioo n ... (972) 6<7..0700 NANcY GARNl!l'T NOYI!MBERl998 COl'llI:IlOtl: Name (wc:d 00 label) ChooJi<aI p..wy ern 0IUtllADY·MIX DOES
NOT APPLY ChemicIJ NUllO' Formula DOES NOT APPLY MlX1'URI!OP PORTU.NDC!!MENT, WATER, ADOIlIlGATIlANDIORSAND Tn-de Name k Synoo)'niJ CEMENT TRMTED BASB (ern), RMDY·MIX, CONCRErBMIX. WET
CONCRErB, CEMSAND STABlLlZING SAND CAS( 􀀮􀀬􀀮􀀱􀀧􀁴􀁰􀁾􀁯􀁉􀀠 'fLy (U1'l1t3) PEl. (Units) ADOREDAreSAN!): QUARTZ 14808-60-7 • 0.1 ma/nt·· 0.1 me/mln CRISTOBALITB 1446+46--1 0.05 mVml
.. 0.05 IDi"/mJ .. PORTLAND CEMENT 65997·15·1 • 10...""" 15 m,cIm) (1OC.a.I dual) 5 tIli/mh. PEL; l'ermilli'ble 􀁂􀀺􀁴􀁰􀁯􀀮􀁵􀁾􀀠Lmul. eatablithcd by lhc 􀁾􀁜􀁊􀁰􀀮􀁴􀁩􀁯􀁬􀀱􀀦􀁬􀀠Salety
And Hctitb Adm.ini..t,r,luoo (OSHA). n.V: "fhreIhold L.imit-Value uttb1iJhed by the 􀁾Coo.!cn::oce ofOovemmentaJ Indl1ltrlal KrricniJu (ACOIH). 'Soi.lit:!.g Point Speoillie Onyity (HlO
= 1) Vapor Preuurc {mm "" JW DOES NOT APPL'f APPROXIMAT:E.LY 2.4 DOES NOT APPLY • ,Pen:ent Volatile by Volwne Vapor Density (Air -1) 􀁅􀁙􀁾􀁴􀀮􀁩􀁏􀁑􀀠R.a:te. (n=But)'1 AeW14) DOES NOT
APFL'f DOES NOT APPLY Pereect Soluble in Waw :ituetivity in waW SLl(llIT aLl • 􀁌􀁏􀁾􀀩􀀠 .4 WIll. NOT BYOLVI! FLAMMABLI!OR TOXIC OASES 􀁁􀁾􀀮􀁴􀁡􀁤 Odor ; GRAY, M1JD.LlKl!, YLSCOUSSUBSTANCB,
NO ODOR Hwrdou, Mlrsrid In!orm.auoo Sv.!.e'lD Idcp.t1ftsE !HMJSj HEALTH "" 2' FtAMMAJ:l1IJ1Y -0 REACTIVITY '* 1 PERSONAL PROTBCTION Q X P1uh Point F1ln.u:r:Wlte. Umiu in Air ($ by Volume)
WILL NOT IGNlTI! Lower. DOES NOT APPLY Up"", DOES NOT APPLY 􀁾􀁍􀀢􀀧􀀢 DOES NOT APPLY Auto Ipitiou Temperature DOEll NOT APPLY UOUMW FItC A.Qd bplotioo Ha.t..trdI NONe Speow Pin> P;ghlin&'
􀁾􀀠 NONe T:aOlS 
S;"n. ""d Symp-.. 0( Exporuro -('2) Cl!toaiI: OYc<e:J:pOO\IfO NON!! D!!l1!RMINl!O PROM 'IYl'ICAL l!XI'OSURETO PIODUCT. llXCESSM! I!XI'OsURl! BY lNHALATlONTO CON= WHICH IS Bl!lNO ""WED,
OR OTlmRWlSl! CAUSl!D TO IlMIt PAltTlCIILATBS. 0Vl!l! JJ:( l!XTl!NDl!D PI!RIOD OF TIMl! MAY RESULT IN THE Dl!VEUlPMENT OF PUI..MONARY DlS!!ASllS INCLUDINO PNIlUMOCOl'llOSIS AND S!IlCOSIS.
DUB TO TIm PRESl!NCll 01' CRYSTALUNl! SlLlCA. OVER TlMll, I!XI'OSURll TO CRYSThLl..1NE S!IlCA COULD EVENTI1Al.LY LIlAD TO LUNO CANCl!It. Mcdica.l Ccodllic:la.c 􀁾A"rav.ied by 􀁾􀀠 DERMATITIS
OR OTHBl1.SKlN DISORDIlI!ll MAY Bl! AOOllAVATEDBY tro'OSURll. Cb<wi<&llC<xnp¢acot J.Jnd .. ""'""""'" QUARTZ, ClUSTOBAUTl! Otbec _ .... L.imiU m YES 􀁾􀀠Qllit: YES NO NONE I!mecr=y A
Pint Aldo -.... (or l""iulcd -.. 0( Eatty EYll COr<TACT: n.o.!l!DlA'l"ELY PLUSHI!YllS WITH !.A.ROEQUANT1TII!S OPWATBR FOR AT LEAST 15 MJN1JTIlS. CONSULT A PHYSICIAN. SKIN CONTACT: IMMIlDlA'l"ELY
WASH S)(JN" THOROUOHLY WITH SOAP AND WATl!Il. _ilI<y CouditiOQl iO Avoid STABU! DOllS NOT APPLY lD<_bill<y (Malui.W '" Avoid) MAT1!RlAL IS HIOHl. Y Al.I:A.LINR. CONTACT WITH ACIDS MAY
PRODUCE A VIOU!NT. 1!X0Tlllll!MIC Rl!ACTlON AND MAY BVOLVB TOXIC OASllS OR VAPOltS, DEPENDING UPON nm AClD INVOLVED. Hu.t.rdouI DecOlllpOSitioc or Ctwt:IbwtiCIJ. PtQdueU DOllS NOT APPLY
Coaditiau \0 Avoid DOllS NOT APPLY Step. \0 be Tal;ta mCue Material1t t.akod or Spilled Cl.lW'f-lJP 01' SPILLS MAY RBQUlRll PERlIONALPROTECTlVE BQUlPMllN'l'TO PRBVBNI DUST I!XI'OSURBS
AND PROTI!CT AOAlNST A1XA.U BURNS OR lllRlTATlON, SEBSllCTIONa. Wbtt Oapow: Mc::cbod IF TInS MATBRlAL, AS PACK'AOl!D. BBCOMllS A WAST1!. rr DOBS NOT Ml!l!l'TIm C!UI1!lUA POll A HAZARDOUS
WAST1! AS DE.I'JNED BY THE ENYmONMENTAL PRO=ON AOI!NCYUNDER THEAUTH01U'!"{ 01' THB lUlSOURCE CONSERVATION AND RBCQVERY ACT (4OCPR26I). DISPOSE OF IN "CCORDANCll WITH Pl!D1!l1AL. STATE
AND LOCALIU!OULATIONS. !<upinlory l'nl«cIioo NOT NEC!lSSARy UNDER CONDmDNs 01' NORMAL USB. IF MATElUAL IS DRlBD AND IS S1J1IIBCT TO CQNDmONS CAUSINO DUST TO Bll EMlTIl!D. USB N10SHIMSHA
APPROVl!D RESPll!ATOilS POR PROTI!CIION AOAlNST CRYSTALLINllSIUCA AND NVlSANCl! DUSTS. V=tilItioc NOT NEC!lSSARy UNDER CONDmDNS 01' NORMAL USB. Protc:ctivc Glo'Vt& Eye Protectioo lIttmJlER,
PVC, NEOPRliNlI OR 0THBl1. _VIOUS MA'rlllUAL. OOOOU!8 t O\hu -.0c<blDc or .. lUmBER HIOH TOP B<Xl"n9. AND APRONS MAY Bl! USl!D. WHEN Nl!CllSSARY. TO PlI.I!Vl!NT SKlN CONTACT. _.,.. to
boo Tohc .. !IIadlio&' k S1orior SHOULD BE STORED IN " MANNl!R. '1'0 PRBVEm' CONTACT WITH STRONO ACIDS, Other Preeautioo.a NOm Dams 􀁴􀀺􀁉􀁄􀀺􀁾􀁴􀁊􀁃􀁲􀁉􀀠􀁾WfTmI'''''''' 􀁾I'IDIotAln':8OlUtAnvt
􀀮􀁷􀁎􀀺􀁄􀀴􀁬􀁃􀁉􀀱􀁉􀁾 ro_Ai:li:I1IAlI raa. 􀁄􀁉􀁾􀁄􀁦􀁷􀁭􀁡􀁲􀀬􀀮􀀮􀀱􀀢􀁉􀁯􀁑􀁴􀁋􀁉􀁃􀁲 DIKU2C:Itl) M_ UII). Q!tII:I!1Il'a1 c:omJ) U&lLTD'I 􀁾􀀠 ....::. 􀁁􀁕􀀩􀁉􀁱􀁔􀁾 wmmt D!lJ 􀁾􀀠
Client: Laughley Bridge &Con.l1ucllon Dal.: 26-M.r·02 Project: Arapaho Raao Add!>on. TeXB. Materiall; Cemenl: Flyash: CQar:se Ago.: Fine Agg.: Admixtures: ASTM C·1W. Type I ASTM C-816.
Class C ASTM C·33. I"· 􀁾 Crull'led Siooe ASTM C·33. Concre1& Sand ASTId C",,94. Type A or 0 ASTMC·2W 1 Cubic Yard By Welsht • SSO MioNe. lFC Str.n\llh @28 DIY' 3800 Air 􀁃􀀮􀁭􀁥􀁮􀁾􀀠11>0>
440 fly Ash, Ibi 124 C. -'lI1I.• lb. 1852 Sand, Ibi 1230 W.ter.lbs 235 WIR.01 22.6 􀁾􀀠 U Total Weight 38!Il 􀁕􀁮􀁬􀁴􀁾􀀠IICF 143.74 WIC Ratio• • 0...2 Fly Mh, 'f. 22 Mal(imum Temp.
des· 96 Slump.ln_ U Alr. % entraiN<! ...&-7,5 , .. ... 7' 􀁾􀀮􀁕􀁬􀁭􀁯􀀢􀀬􀀠Ready MI. g .... rantee. tile above mix d.aign will ,chklve the 0P9C',",o at .."01h when te.led IIfId ev,lu.1/Kj
In accordance with ASTU C"172, C·31. C·39 ,nd C.... and when 􀀱􀁦􀁴􀀧􀁬􀀧􀀶􀁃􀁯􀁭􀁭􀁾􀀠p"",edurH for placem"nl ,nd curtng outlined In ACI 􀀳􀁏􀁴􀁲􀁉􀁾􀀰􀀶􀀠.... followed. In accord>n""
wltll ASTU C-9A, llott!mOle Material, Co. requel15 that copl... of III .lronglh telts 1>0> forwardod \0 our Quality Control 􀁾􀁰􀁡􀁲􀁴􀁭􀁥􀁮􀁴􀀮􀀠 RO Lattimore Malerials Company P.O.
Box SS6·McKinney.lb.u 􀀷􀁾􀀷􀀨􀁬􀀮􀀰􀀵􀀵􀀶􀀠 (971) 121-464(}·(m) 5694646 www.imctx"CQm 
LMC 􀁃􀁬􀁬􀀸􀁮􀁴􀁾􀀠 Lauahley Bridgo & Construdlon Dlte: 2f3.Mor.o2 Project: Arapaho Road Addl",,". T_. Moterla"': Cement: ASTM C·I50. Typ.1 Flyash: ASTM C·!118. Clus C eo""", Agg.:
ASTM C-33. t·· #4 Crushed Stone Fin. Agg.: ASTM C-33, Concrete Sand Admlldu,,"S: ASTM C-494, Type A or D ASTIA Co21!O 1 Cubic Vord By Welg/1! • SSD Wx No. Strongth @28 Days Cemont,lb_
Fly Ash, Ibo C. Agg., lb. S.nd,lbo Water, lb. WIR,o. 􀁾􀀠 Total Walght "nit WI" IICF WIC F1abo, /I Fly Ash, '1'. M..lmum Temp, dell. Slump, Inchft Air. % entrolned ,,. Laltimo,. Roady
Mhe 9Il0l_1_ In. above mi" 􀁤􀀮􀁾􀁮 will 􀀮􀁯􀁨􀀢􀀧􀁾􀀠 the apecilled .tntngth whon taaled ond ovalllal8d In .""onlllne. willi ASTM CoIn C41, C·:)t and C.'" 􀁾􀁮􀀼􀁬􀀠whon tho recommended
prO(;l/dum to, plio_land curing OUllIn.d I .. ACI 3OS/305 are followed. In aoCOrdlncq with A.!ITM C·M. lammoN Malarial. Co. requests _ oop'-of all ,tt.oath Ie,Ia be lorw.d,d to our Quality
Control Department RD Lattimore M.ten.1s 􀁃􀁯􀁭􀁰􀁾􀁮􀁹􀀠 PO Box 556' McKiru:tey. Texas 75070.0556 (972) 221-4646'(972) 􀀵􀀶􀀹􀂷􀁾􀀴􀀶􀀠 www.lmctJt.t.:om 
RECEIVED SEP. , 1 2000 CONCRETE COMPRESSION TEST REPORT CLIENT: 􀁔􀀢􀁾􀀢 Depanr-.! of Transportation REPORT DISTRIBUTION: PROJECT: CUS 80248462; c.._n Street RIchanI Wlluammee (2) CONTRACT
NO: 02·9XXP0003 Phillip BranCh (2) CONTROL NO: 090N8-362 TMI L"S NO: Nt... TMI PROJECT NO: 􀁆􀁅􀀹􀁾􀀱􀀠 Report Date: 06107100 S peclilcations Projec;t Oilla Strength (psi): 3000 28 DAYS
715100 Slump (in.): 4' max S. FAGAN Air Content (%): 6.0 +(. 1.0% SUNNYJBREEZY Concrete Temp. F: _ .......􀁾􀁎􀁬􀀧􀀮􀀻.􀀬.􀁾. 􀀻􀀭____􀁾􀁟􀀠 LAlTlMOREJIFA 􀁁􀁾􀀠Conlenl Melhod: __􀁬􀁾􀁅􀁘􀀽􀀢􀀢􀁾􀀱􀁾
􀁥􀀺􀀺􀀮􀀡􀀺􀁁􀀡􀀮􀀮􀀭􀀮______ Flekl Oalll Set #1 llcI<e! #: NA TIme eatcned: __􀀮􀀮􀀮􀀮􀀺􀀺􀁬􀀰􀁾􀀺􀀲􀀻􀀺􀀻􀀰􀁾__Time Sampled: 10:30 Slump (in.): 2.25 "If Conlent(%): 4.0' UnlIWeight:
NtA Cone. Temp. iF); 86 AlrT""",. (F): 91 Van.lage (".y.): N/A 􀁌􀁯􀁾􀁷􀁾􀁒􀁥􀁾􀀺􀀠􀁾􀁾􀁾􀁾􀁓􀁾􀀧􀁁􀁾􀀧􀁾􀁐􀁾􀁉􀁛􀁾􀁏􀁾􀁔􀁾􀁃􀁙􀁾􀁌􀁾􀁉􀁎􀁏􀁾􀁅􀁾􀁒􀁾􀁓􀁾􀁾􀁾􀁾􀀽􀀽􀁾􀁾􀁾􀁾􀁾􀁾􀀽􀀽􀁾􀁾____________
·A.JR CONTENT NON-COIAPUANT: TXOOT REPRESENTATIVE NOTIFIED A.td Data Set II Ticket 􀁾􀀻􀀠 TIme Batched: Time SartlPled: Slump lin.): ------AirContent (%): -------·UniIWeight Cone. Temp.
(F): AlrTemp. (F): Yardage (c.Y.): 􀁗􀁸􀁡􀁯􀁯􀁷􀁒􀁥􀁭􀁡􀁾􀀺􀀠________________________________________________ CONCRETE COMPRESSION TEST RESULTS 􀁾􀀠 2 7/12100 7 136470 4910 1 3 7/12100
1 143110 6070 4 7119100 14 165280 587¥ 5 7119100 14 le3290 68<* 6 7119100 14 16<1350 5840 7 612100 28 170080 6020 8 612100 28 168670 5970 9 812100 28 167930 5940 Normal C'f1'n»r III:U:
6" X f2-iNlm\')'pe "A'" I;Q(W tr.w;iw. ..... 􀁦􀁮􀁉􀀺􀀺􀁉􀀺􀀺􀁡􀁩􀁥􀁤􀁾􀁟􀀠 T.......... 􀁾􀁗􀁕􀁬􀁰􀁮􀀺􀁰􀁣􀁴 􀀱􀁰􀂫􀁬􀁉􀁦􀁾􀁾􀁾􀁴􀁲􀁹􀁾􀀮 irl ""ies. FI$k:I lJUlutbt TMI 􀀬􀀢􀁐􀁉􀁉􀁉􀁾􀁭􀀠SlIrd.vd:
4(f1-A, " .......,4-AOR4t ...... '1J.A.,4U ..... "'47.A.4$O-.l. TM ......... 􀁾􀁮􀁨􀁴􀁲􀀮􀁰􀁡􀁩􀁰􀁍􀀮􀁬􀀮􀀬􀁾􀀱􀁏􀀠 In. &po!d" (MW 􀁬􀀮􀁾􀀬􀀠TN r.p:;r1 􀁗􀁍􀁾 fa Ihi 􀁾un d ..... aenI.
􀁾􀁦􀁗􀁾􀁬􀁩􀁃􀁉􀁦􀀧􀁉􀁴􀁬􀁴􀁎􀁬􀁡􀁩􀁬􀁬􀁰􀀨􀁊􀀱􀀮􀀠Ot anyplft IJWM\ -SItk1IV pttIhrbitldwil'lxi 1.htAp"MH 􀁾􀁾􀁤􀁔􀁍􀁬􀀬􀀠 CyUnde, ArN lot Strength Calculatlons (sq. Inch): 7 Day: 28.22
ZlIOay: 2U& 14 Day: 28.1& Lab Tech: 􀀮􀀡􀁌􀀺􀀺􀀺􀀺􀁓􀀮􀀮􀁬􀀮􀀨􀀷􀀺􀀮􀀮􀀺􀀮􀀺􀀱􀀺􀀮􀀺􀀺􀀴􀀺􀀬􀀺􀀺􀀲􀁾􀀸􀁌􀁉______TERRA-MAR, Inc:. 􀁾􀁴􀀮􀁾􀀠
3 RECEIVED SEP I 1 lUUU CONCRETE COMPRESSION TEST REPORT CLIENT; reus Department ofTransportal/on REPORT OISTRlBUTlON; PROJECT: CUS 9Q2-411-M2; Car:son Street RIchart! Wililammee (2)
CONTRACT NO: ()2.{lXX?()()()3 Phillip 8(anch (2) CONTROL NO: 0002-48-352 TMI LAB NO: NlA Report Date; Oat07/OO' Speclfleation. Project Data SIf&ngtIl (psi): 3600 @26DAYS PIaOOlMnt Date:
715/00 Sl<Jmp (In.): 4' max Sampled 􀀸􀁹􀁾􀀠 S.FAGAN AX Content ('t.): 6.0 +/. 1.0% Wealher. SUNNYIBREEZY Concfele Tem/l. F; __􀀮􀀮􀀺􀀺􀁎􀁉􀁾􀁁􀁾􀀬􀀮􀀮􀀭_____ SupplierlMix: LATTlMOREI1FC
Air Content Metl1od: __􀁬􀀡􀀡􀁅􀁾􀁘􀁾􀀢􀀢􀀡􀀲􀀧􀁾􀁉􀁨􀀴􀀺􀀡􀀡􀀮􀀮______ TMI PROJECT NO: FE99-060-0t Field nat.w Set #3 Tml #: NA Time 􀀸􀁡􀁴􀁣􀁨􀁥􀁤􀁾__-"t2",:2",,0,-__Tlme Sampled:
12:30 SIomp (in.); 3.50 Air eoolant(%): 2.5' Unit Weight: NlA Cone. Temp. (F); 91 Air Temp. (F); 92' yantage (",y.): NlA 􀁬􀁯􀁾􀁎􀁒􀁥􀁾􀀺􀀠􀁾􀁃􀁬􀁁􀁾􀁾􀁓􀁓􀁾􀂷􀁾􀁾􀁐􀁾􀁉􀁌􀁾􀁏􀁔􀁔􀁾􀁃􀁙􀁌􀁾􀁾􀁉􀁎􀁏􀁾
􀁅􀁒􀁓􀁾􀁾􀀮􀁾􀁾􀀽􀁸􀁾􀁾􀁾􀁾􀁾􀁾􀁾􀁾􀁾..._________ 'AIR CONTENT NOH-COMPUANT': TXOOT REPRESENTATIVE NOTIFIED Field Data Set II ncl<el #: Time 8atched: Time Sampled: Slump (in.): -----AlrConlent
(%): ------UnitWeiQnt Cone. Temp. (F): Air Tem/l. (F): yantage Iq.): 􀁷􀁾􀁎􀁒􀁥􀁭􀁳􀁾􀀺􀀠__________________-----------------------CONCRETE COMPRESSION TEST RESULTS 2 7112100 J 7112100
4 7119100 5 1119100 6 7119100 7 8/2JOO a 6l2JOO 9 6tZJOO 7 7 14 14 14 28 28 28 129760 . 130410 157880 151220 150160 168750 187990 165260 4600 􀁾􀀱􀁩􀀲􀀰􀀠 561, 53. 5330 5910 5940 5850
􀁾􀁾􀁡􀁬􀁕􀀧􀀶􀀢 x 12-oMtnlyp4J 􀀭􀁁􀁾􀁴􀁣􀁬􀁲􀁉􀀴􀁴􀁴􀁲􀁡􀁣􀁬􀁵􀁲􀁷􀁾􀁾􀁤􀀮􀁨􀁷􀁷􀁩􀁍􀀮􀀠 T... 􀁾􀁯􀁲􀀺􀁸􀁲􀁍􀀮􀀮􀁵􀁴􀁰􀁲􀁯􀁦􀁋􀀺􀁬􀀮􀁾􀁴􀁩􀁡􀁷􀀮􀀮􀀬􀀮􀀮􀀮􀀮􀀮􀀮􀀢􀀢􀀪􀀧􀁉􀁟􀁢􀁹􀁾􀁮􀁑􀁉􀁾􀁩􀁴􀀱􀀠
t"!I:Ht. NId' liD ..... ty TMI n p« 􀁾TEX 9l&t4wd: 407-11. ••1M .u..... 􀁾 .f'M 􀀧􀁜􀀸􀀢􀀬􀀢􀁾 441-A" 45()..A lNl'U\ICit pi"Ml'rMa In this rwp:tt ptMnOliy \0 N 􀁾WI\t ,",,,,:t n.rwport
Wft 􀁾􀁾"" 􀁾..... of u.. 0IiIri. Ant 􀁾􀁭􀁤tH& tarpa1. tI' Wlr PIlII tMI'1iII\ IS JCt1dIf 􀁾􀁦􀁤 \Wtw'xA 􀁜􀁨􀁉􀀮􀁾􀀠 􀀢􀀢􀀢􀁾􀁾􀁤􀁮􀀴􀀱􀀮􀀠 Cylinder Area for Strellllth Cal<:ulatlons
(sq. Inch): 7 Day: 211.22 28Day: 2UG 14 Day: 21.16 Lab T<lCh, .!:L:,:!S.\:(7...,.;1!.:4:,..;􀀲􀀺􀀡􀀸􀁾􀀩_______TERRA-MAR.Inc::. 􀀱􀀻􀁦􀀬􀁾􀀠 I 
"QTE" GrollI', inC. 9200 King Artbur PROJECT INSPECTION D,II.., Te ... 75247 REPORT (214) 678.Q227 Poge I of I PROJECT: Lonimore . Aggregate Te<;tUl8 Job No.. 00002,0002 CLIENT: Laulmore
Materials Date: 03115102 REMAl!.KS: ASTM C-)3 $)", 57 .Jlridgepon 5100e I 112" I" 1/4 % P"",wg 11200 Si"". 0.8 Specili( Gravity (ASTM C-U7) Absorption 􀁾􀀠 1 2 . M2 0.61 Unit Weigh'
(pcl) Ave,.ge of ) QUi REPRESENT A TjVE: BI1I¢< J Spracklen Respectfully submitted. \&''4&wdL Thu n:pon rtpf'(;tca\.f only the mMcn.l. 1,t.l.td Ind may or fI\Io}' not bc rqHUtOo.UVC
01 􀁩􀁾􀁥􀁦􀁜􀁬􀁬􀁣􀁡􀁬􀀠'Or ,im/I.r m.tolf'.n&h. Thtl f4P¢f'I Jh&ll nOi to. roprodl);(;60 􀁾􀁾􀀨􀁾􀀠in itl emire!y .nd with tbe Uf)1"UI wriuen pc:rrniniC>A Qf QTE, 1ft(:;, 
"QTE" Group, loco 9200 K.iJlg Anhur PROJECT' INSPECTION Dallas, r .... 1SZ47 REPORT (214) 618-<1221 PROJECT: Lattimore· Aggrega.., Testing Job No.: OOOOZ.OO!l2 CLlENT; Lattimo,e Material.
03115102 REMARKS: D...too Bleod C·)) Smd 31S" 14 #8 116 130 '100 /f200 100 98.9 U,4 71.6 53.3 19.1 2.7 1.3 100 95-100 80·100 50·85 2S.,sQ 10·30 ()'IO 0·3 Specific Gra'i] (ASTM C-128)
2.644 1.10 Unit Weir""!>? Rodded !ASTM C.29) I Unit Weight (PJ:Q IO'P •, I jl\ Passi.M. /f200 Sieve'" I.3 MUUnulIl = 3.0 QTE REPRESENTAT£VE: BruceJ SprackJ.. 
1197 Air Entraining Admixture " DESCRIPTION Sika AEA. i5 admlxtu(e is a liQuId SOiU· IIOI' otconcsnttatGdorgSt1lc material!l II has been tormul,ate<1 ana maf'lVfaClured specifically
10 provide stable and pre· <hcr8ble air contents m conCfefe, wIll"! uniform air bubble spacmg !hroughoul lhe concrele matfllt Slka AEA, 15 meets the reQviremenls 01 ASTM C·260l0( atr
en!r atnlng admplIures andAASHTQM-15. APPL ICATIONS $Ika AEA. 15 can be used whenever air enlrained COncrete IS desired, 􀁒􀁥􀁡􀁤􀁹􀁾􀀠 mix:. precast end OIOCk ptOOUCCf& can bll 15chu:JvG
oPtimum entfsined ail conleOIS. evan whare harsh ITIixes are used or fly,aSh i. added 10 Ihe-miX, ADVANTAGES Air en[/8mmenl IS tecognlz90 as Ihe most &It$CUVG prevelitlon against concrete
scaling In eXPOSed env,ronme,nIlS Air en!rCH"\&d concrete dehvef5 partlcuJa( benefits In lhe form o! increased conc(ete dulolOllhy. Tnls Ii imp()(tan! kt colder clImates whete frost
sfld treezethaw cye Ie;can cauGO SCaltng end'da.tn3ge to {he concretesurf,ace. Nr Cn!raln1ng agents agents help to pre,vent sCllhnQ by creating millioos 01 mlcr?SCOp!C81( voids. alOWlngwat9t
lrappedm the concrete to expandwhQn tM concrelG IrQQzQ$, thus pnwenling cracks caused by naluralexpan!uon E'ntrain&Oair void$ln the concrelewil! alaoincraase durabf"'Y in h1!Hsh eovilOnmen1s.
where coocrvte is exposed 10 deIDlng salts. marine salts: and sl.oifales. Workability and placuabllity are also 1mproVQC! by the lubricating actIon of IhQ microscoPIC bubbles io the
coocrale. Concrete 􀁾􀁗􀀠"ow better. and bleeding and shrinQge will be teckJced because 19;5 water i!l needed footmunlhe oesired 'MJfkat)Jitry. HOW TO USE OOSAOE Additionrates WIIlvaty
depenolngon Ihe air cont&nt rOQlJiled tot a particular projeC1 Typically air COflIQntswif! be speci1ted in Ifle range 014 fO a􀁯􀁥􀁲􀁾􀁮􀁴􀀠tlyvOllJme. Other laClors that may 􀁡􀁴􀁴􀁾􀁣􀁴􀀠1he
amoUn! oj aIr QfI\rained intothe coner eIe inClude.butat9 flOtlimted 10,cementCCK'llenland!:y!=l6. sand gradatIOn. temper atute and water content. SiKa f6COITV'l"fe('(ia thai lrlal l1ixes
be tested whenever ma{arlaiOf anyorherchanges are madQ that may aNec! !he amounl 01 enlramed aIr DOSllgs rates tor Sik:a A£A-1S will IypicallylaU b<ltwe"" 114 and 1 fl, oz,/1001bs, {16
• 6S m1/100 kg) of oement to entral.n between 4 8J\(16 palcenl air. Higher alt contents may be oblalnea byincrea;.tng the oouga r8t8 􀁃􀁯􀁲􀁮􀁢􀁩􀁮􀁡􀁾􀁬􀁯􀁮􀀧􀁍􀁴􀁨􀁯􀀧􀁨􀁥􀁦􀀠admixtures,
pathCvh3.flywat6f t-eaucers andretarders. wlU fond 10 􀁉􀁦􀁬􀁣􀁲􀁥􀁡􀁾􀀠theamotX\l otentrained elr inlhemlX AMC(;)lllenlS 6t¥;lu1a be checked "'111 an .".(1\'''a< an", t:>a!ChIllQ IlI\d
dosao" adjUstmenls 􀁭􀁡􀁾 at {hg COI'\Cfetq planl, IIIXING Mea:surethe roqulrad Quantity per batch m&nually Of wi1h automalic dispen$er equipment. Add Sika AEA.15 to muong waler Of sand.
!'.Xl not mix With (1)' ca· meN_ When used in combinatiOn withOlh91 CHLOlflDI!S '" <0.1 adm):(lUres. cafe mIJSl be taken \0 CIS' pense each aClmlxlure separa!e1y 1010 me m. PACKAGING
$jl<a AE.A-15IS supplied!n 55 gellon{208 Ilier) aroms and bulk delivery STORAGE ANQ SHl!tF LIFE 5ika AEA-15 Should 0$ lsroled of above 35f t: {2'C). If frozeo. maw and agllate Ihorouohly
to felvrn 10 rls norma' stale belOfeuse" Shelflde when $toreO in dry warehOuSe conditIons between SOQF ana eo"F {􀁩􀁏􀁾􀁃􀀠" 27*C)lS 1 ye8fmlnimum CAUTION Sktn and eye Itrlt1nt avoidCO(ltac:i
Theuse of NIOSHIMSHA approved reSP.U2{Cl. salety goggles andtubtlef gloves IS tee· onY"nended Avolobrealn1ng produot. Use with adeQualo ven(llatlon Remove con· taminated clothing FIRST
AID W.aah lJkin wi1h soap and water In case ot eye contact, flulih With waler lor 15 IT\InlJtBS; contact a physician Wa.sh ciolning t)eiore r$-use. Ctl!AHUP Conlam and colleci wi!h absorbeni
maw terial. Qispose 01 in aeeo(Oance wuh local, Sfaleand federsifegula.!ions 
1/97 ISO 9000 ryjIJ DESCRiPTION. Plas locr&le 151 Is a polymer -type waterreducmg admlxtur;, PiaSIocr9fQ Hll cornalns no chlO/lOe$ Plaslocrliltg '6 􀁾􀀠meels the feqUJ!QmG('Iu:/of ASTMC494TypaAandAAS
HTOMI9d Type A APPLICA TIONS PlaslOcrele 161 lsrecommgnded lor use m all appflcatioN whele high quall':y concrete WJtn superIOr 􀁷􀀨􀀩􀁬􀁩􀀨􀁡􀁢􀁪􀁾􀀱􀁹􀀠and normal saltlog times is
lequired HowrrwORKS PlasiOCtc1e 161 waler reducing admixture provlCJes an economiCal and highly aNeClille means of (GOUGing the amount ormt>:mgwaiaf required tQ produce con-· Cfete of
e certalO &Jump by aCling as a OJ$perSl!!ol for tho C9lT109n! paftlCles in themtx Through thIS dispersing setlon more of the surfacQ area of the cement parricit& III avallabla fOf Gi:rly
hydration. The more cement partlclss hydrated by contact with the mixing watet, the greater the compressive 􀁾􀁈􀁦􀁡􀁮􀁧􀁴􀁨􀀠Of 1M concrete. ADVANTAGES Plastoctete 161 is formulalGd
as a Type A water reducer to allow 7 . 10% walQr r9duction and maximize !he benehb of If'lCre4S'9Q hy(j(alion In both the hard· ened and 􀁰􀁾􀁡􀀵􀁴􀁊􀁣􀀠5tateS. Bf'.Nt!1'1iS .. Aeducea
water cor"ent rQquirQd to achfeve de3ired slump. inCfQ,", compre9?ive ef"ld flexural 8ulngttis and allOYi';J 1he use of mote 􀁥􀁣􀁯􀁮􀁯􀁲􀁮􀁩􀁾􀀠 caJ I'I'UXQ.$. .. ImptOved pasle qualifY
makes con· cfe!$: 􀀤􀀺􀁡􀁳􀁾􀁲􀀠10 pump 8f'Id IIf\lSh. 4 􀁾􀀠 􀁐􀁬􀁡􀁳􀁴􀁯􀁣􀁲􀁥􀁴􀁥􀁾􀀠161 Wafer Reducing Admlxtu" (Type A) .. 􀁃􀁯􀁮􀁓􀁬􀁓􀁴􀁑􀁴􀀱􀁴􀁮􀁯􀁲􀁲􀁮􀁡􀁬􀁳􀁥􀁾􀀡􀁩􀁭􀁥􀁇􀀱􀁨􀁬􀁯􀁯􀁧􀁮􀀮􀀠
out the recommended dosage. A low8r water CQment rallOS prOYK1e decreased permeability and Incroa&6d durability , Combination wIIh olher 4ilmtxlUtea: Plaslocrete 161 work3 effe<:tiv&ly
.15 a s.ingle admixb,;re or in combination with other ac.rnixtlJ'QS in{he SIK.a Sys.tem. Wheo air enlrainod concrat. is specified. 􀁓􀁩􀁾􀁡􀀠 recommends. the \J8e ofSikaair enlr3Jning
agent•. HOW TO USE DOSAGE AdditIOn 􀁲􀁡􀁴􀀮􀁾􀀠013 ·611. oz./IOQ Ibs. (195 . 390 millOO 􀁾􀁧􀀩􀀠01 cement are recom· mendod lor ll""e<'" COfl<;'ota appli¢alion!; where normal sa!tln9chatacteristiCi
arq 1d1es_Ire d 􀁐􀁉􀁡􀀮􀁓􀀱􀀰􀁣􀁲􀁾􀁮􀁥􀀠161 is added at theconcte'lO planL M<>a"",.requrooq<Jlll\li1'y manually or by automated dispense<, Ad<:Ilnto the sand atthe weigh hopoerorilllo
lhe water line at the batch plant When uced Incombloation with other admixtUres. CafQ must betaken to di;pense each admb:rure 􀁾􀁰􀁡􀁲􀁡􀁴􀁥􀀡􀁹 into1hemix. Do no! ...... wlt11 dry C<!fM(\/.
PACKAGING PlaSlOO1'et& 16' is 9uppIJed to 55 ganon (208 filer i 􀁤􀁴􀁵􀁭􀁾 .nd oulk dQINSry STORAOliANOSI1ELF·LIFE Pl8stocrete H3, shOulOoe storod alabOve 3S"F (2°C). II frOlin. thaw
and agl!Ql9 thofOughlytore.OJrnlo norma! siale belore use. Shelf life when stOlecJ in dty warehouse conditions between SOoF and SO·F (' 􀁏􀁾 . 27*C)iS'one yeatminimum, CAUTION $1<!n
an<:19y9Irm;tnt; avoidCOt1lact. Tl1eu5e 01 NtO$Hll.1SHA approved r.,plTalor. saf$r,'goggles andtvbber gloves is fee" orrvnel1ded. AvoidllfealhlOQ ProduCt Use with adequate venlllaoon,
Remove contamnatedclOthing FlRSTAID WaGh akin With soap and water. In In case 01 eyQCOf\lacl, tll,I$hwi1t\watertor 15 fTIIOUIQS; comactaphy$lclan. WaSh clOffilng bafor(t re-v$6 CLliANUP
Contairl and collecl with absoroenl male. rlal, Dispose oj In accordancewilh lOcal. sla.te cnd feder al regulation;, ASTM (:494 Type A COLO!! Brown ,8 CHLOfllOES ,. <0.1 
Plastiment 1m .,' .. ,. Wster Reducing snd Retarding Admixture (Types B & 0) DESCRJpnON PlaSflmef'!! is a wale(wr€oucina and reo rc:volf1Q admixwr9. Plas.timent CQot.ms no calcium chlorioe
01' any other Inten· tionally added chlorlcH'::s_ PI.aS\lfnent rneel& the f6qulrelTlenl$ 01 ASThlC.494 Type, Band OandAASHTO M1941yPQs B and D, APPLICATIONS PlaSlil"l'let'U is fecommanded1of
uoe wt'Ienevel hIgh Quam1,. COOO/ete wtth pre<;Jtct· aDie and con(foUed set times Ii desited, Uw mrta twork 􀁾􀁮􀁤 oonzontaJ Of varUCal sljplorm ptaCB(Tlel1ts Where a supe(()( lu..trlace
fiftish 1$ fequired ADVANTAGES P1astimeo( i& highly effective in hot weather concreting 10 offwt 1,h& aceel. eratingeffects ot high amhienl19mpera. hJfGS by controll!!',,, (Me heat of
hycjla· tlon. C()I"'X;rete wortat)ility 1$ 􀁇􀁮􀁨􀁾􀁑􀁤􀀠 and a $vperiOr ;urfacefini$hi$,ob1atned. BIiNERTS ... In 􀁾􀁳􀀠concrete poulS, PlastJmenl controls temperature nse and racruce$
lhe ri6k Of thermal cfaclOng. A. Initial 􀁾􀁛􀀠􀁾􀁭􀁥􀁳􀀠are detay9d. 􀁾􀁬􀀡􀁯􀁷􀁩􀁮􀁧􀁧􀀠 lilll<) for proper placemenl,o<llinl$h, ing withOut cold Ioinl8 in hol weather condl1ions.
... PI;u:timanl if\creases COI1C18!. density and delivers incret'lHd early and ultimate, 􀁃􀁏􀁭􀁐􀁴􀁾􀁈􀀻􀀸􀀻􀁶􀁥􀀠 and 􀀱􀁬􀁥􀁸􀁵􀁲􀁾􀀱􀀠 !ilrGng\tls. ., FOI flstwork appHcations P'lastiment
ects 8$ a finishing. ald. \WOrkability is imprO\lod. bleeding Ie controlled and a ,uperior wrface finish is obtained, ... lower water comanl (aliOS prOVIde oocreased petmeabifity andinoreased
dlJrabjlity. Combination wllIt 01"'" I\dmlxtu ..... , PtaslFrnent works etfedtvely as a single admixture or in comtliOation wiU'l othet admixlutes in 1he St.a Syslem, HOW TO USE DOS/IQ/!
Addillo<> 'ar•• 01 2 • 4 ft, oz,/100 lb., (130-260 mi/l00 kg) coment .r. ree· ommended for generalconccete 􀁡􀁰􀁰􀁊􀁩􀁃􀀶􀁾􀀠 dons. Where QXl(H'lded 􀁲􀁡􀁾􀁲􀁤􀁡􀁴􀁬􀁯􀁮􀀠 is req<.j<eadooagemaybeinct
_.1'Iea5e contaCt yc.;r loc.;) SOOt Rapraseru41ive for Information and aU'$tance. IIIXINO Add Pla,timenr 81 the concrelG pian!. Measl1fe tequiff:;td quantity /fl¥lVaUyor by automated
dispensIl!, Add into lhe sana at the .,.lgIl hopper or in10 tf1e water Une at \he balch plantwnen ueed In combination with other admJxtur8$. cate fflU$i be taKen to dispen... each aomix1uro _alely into tM mI>, Do rot mix will'! dry cemeot. PACKAGING Pia&tlmell1l$ S,:!PPIlQO
jn 55 gallon (206 Jltef) drUfTls aod Outk delivery, STORAGIiIlNOSHELF-tIFE Plal;liment $hOOld be $!ored at above 􀀳􀀰􀂷􀁾􀀠(.1'C) If (fOlen, Ihaw and aglUHQ "'O(OUghly to (Slurn to norma!
slat(l befOt8 use snell hio wMn storqd In dry wa.renouse cMditionSlJetwMn50"Fand eO"F (lO'C, 274(!) is one year minimvm CAUTION Skin and eye imtant: avoId COJltact Tho use of NSQSHIMSHA
approWiu, c&splfa· tor, 9.!Gty goggle. ana rubber glO_ " recommen<le<.'. Avoid bfeathing product iJ'!e Ydfh aciequale VeAtilat'k>n Remove 􀁣􀁯􀁮􀁬􀁡􀁭􀁩􀁮􀁡􀁾􀀠Ck>fhin9. FIRST AID Wash
skin With $(hiP and \W8(er. 10 case of eye contact, Plush wt\tI wat.er 10( 15 minutes; oon!aol a physician. Wash 􀁣􀁬􀁯􀁬􀁨􀁾􀀠 1('10 before re-IJSQ. CLI!ANUP Contain andconect With
absorbent 􀁭􀁡􀁾􀂷􀀠 rlal. Di;poco of in accordance WIth lOcal, $!ateand t9def al regvJatione T)'11lt. Al OATlt Fort f'LA',lIt.'Jt:NT -'ST"C/!RT/FIc.A TlON 􀁁􀁓􀁔􀁨􀁬􀁃􀀧􀁾􀀹􀁈􀁹􀁰􀁥􀁴􀁂􀀮􀁮􀁤
D : COl.OR Yellow/Gr • ." 'PECtI'IC aRAvtTYS/4fII 1.18 • 0.5pH >8 I CHLORIOES" <0.1 
1=1 􀁾􀁩 i=1 Interoffice Correspondence 'rI,e IINT8 COflfPunifS To File Date April 1, 2002 From AMS Subject Arapaho Road Phase II Meeting Minutes Meeting Location: Town ofAddison Service
Center Addison, Texas TtJpic: Pre-Construclion Meeting DatelJ'ime: Februaty 27, 2002 􀁾 2:00 PM Allendees: Town ofAddison -Steve Ch:urehian Jose Flores Luke Jalbert Jim Pierce Dave Wilde
Texas Sterling -John Gay Catl Wall GaW -Bruce Grantham HNTS-JenyHolder Angie Stodddard 1. Introductions 2. Overview ofProjeet , Jeny Holder provided an overview ofthe project. The project
􀁥􀁸􀁴􀁾􀁳 from MlI!llh Lane to Surve,llr Boulevard. Pert of the project is new construction. 3. Contracts Texas Sterling received the contracts on Monday, February 25,2002. They anticipate
that the contracts will be back to the 'fown on March 15. 2002. 4. Notice to Proceed Date The notice to proceed date is expected to be April I, 2002. Texas Sterling noted that they win
be bringing in borrow material, and placing II silt fence aroWld the bOlTOW material prior to the April I, 2002 NTP, which the Town agreed to. The materi.ill will be placed along the
proposed alignment on the open field. It was noted that Belt Line Road, through ClUTOlIton. is under construction, so it may not be the best way to access the job site. SO/20 £££'ON
􀀹􀁾􀀺􀂣􀁾􀀠20. 􀁌􀁏􀀯􀁾􀁏􀀠 􀁾􀁌􀀹􀁓􀁌􀀹􀀹􀀲􀁬􀀶􀀠 BINH 
Memo to File -2-Topic Pre-Construction Mtg. FromAMS Date February 27,2002 .. ,: . 5, Pay Estimates, Signature Block for Inspector nnd Ellgineer -Work with Dave Wilde (Town ofAddison).
The pay period is every 30 days (end ofthe month). 6, Change Orders Field changes with cost changes must be approved by the engineering finn, HNTB. lim Pierce noted that small increases
in quantities (with unit prices in the contract) lire not considered change orders. 7. Key Contracts (Including Subs) Texas Sterling will provide the Town a Jist ofall their subs and
contact information. The Town wants to approve all subs. 8. Inspection Dave Wilde is the Town's inspector. Ron Lee (Town ofAddison Parks) will be the inspector for the irrigation system
and landscaping. 9. Schedule There are no provisions for weather, sick leave, etc. in the incentive/disincentives. Texas Sterling plans on working on Saturday if they lose a day during
the week. Saturday work needs to be communicated to the Town ofAddison (Dave, Jose, or Luke). Due to the incentive/disincentive clause, Town wil! not prevent weekend work. The typical
working hours are 7 AM to 7 PM on weekdays. The weekend working hours begin at 8 AM. Texas SterHng provided a preliminary schedule. It was noted 􀁾􀁴 the preliminary schedule ident!Ves
that signal construction is one ofthe first tasks on the schedule. 􀁾􀀠 10. Plans for Construction Texas Sterling was provided three full-size plan sets. The contractor may want extra
I I "x17" plan sets, which would be provided to them at cost. 11. Construction Sequencing It is recommended that the contractor call DigTest prior to any excavation, because utilities
have been relocated since the plans were prepared. Bruce Grantham distributed a memorandum on the status ofthe utility relocations. TxU electric is the only utility company with work
to complete in the project area, and their work will be completed on March 7, 2002. Bruce Grantham will fax Texas Sterling a list ofthe contacts for each franchise utility company. Dave
Wilde has some photographs of the-electric utility relocation. The north side of Arapaho Road, including illuminaires, will be constructed first. After the iIJuminaires on the north
side are operational, the south side ofArapaho Road will be constructed. SOI£O £££'ON 􀀹􀁾􀀺􀂣􀁌􀀠ZO, 􀁌􀁏􀀯􀁾􀁏􀀠 􀁾􀁌􀀹􀁓􀁌􀀹􀀹􀁚􀁌􀀶􀀠 SINH 
Memo to File· • 3. .Topic Pre·Constructi()1l Mtg. FromAMS Date Febru1llY27.2002 ".-; . 12. 􀁃􀁯􀁮􀁾􀁣􀁴􀁯􀁲 Singing, Construction 'frailer. Laydown Area The Niles Property Cl!Il be used
as a staging area until N"ovember 23. 2002. This pavement ofthis site will need to be removed, and it will need to be graded and seeded prior to November 23,2002. An alternate staging
area would be across Surveyor BouLevard, soulh oithe Town of Addisop Pump Station. Ifthis site was used as a staging area, care would need to be taken so the exIsting irrigation system
is not disrupted. . An alternate staging area would be the Racetrac property located on the northeast comer of Marsh imd Arapaho. Iftbis site is used as a staging area, Texas Sterling
will need to receive approval from the property owner. Steve ChutchilUlnoted that the Town does not have flie 10' easement on the Racetrac property. 13. Construction Control Staking
'texas Sterling has the firm Drown and Drown as a subcontractor for the construction staking. HNTB to to provide Texas Sterling with an electronic file of the survey control points.
HNTB to check who is responsible for conltol staking. HNTS 110le -Projecl control stakitlg is part ofthe ARS Engineers Design Cut/tract. 14. Construction Cost Drawdown Schedule 'fexos
Sterling provided the Construction Cost Drawdown Schedule in their prelimilllll'Y project schedule. which was II meeting handollt. IS. Submlttuls Shop drawing submittals ate lilited
in Addendum II. All submittals will be provided to Dave Wilde, Town ofAddison. 16. Testillg l 'fexasfiterling is responsible far materials testing. It was noted that the contractor will
be usinglv1astec Engineering for 1Ill11erials testing. Concrete testing requires three cylinders. 17. Water for Construction 'fexas Sterling needs to complete II fonn to obtain II hydrant
valve. There is a $900 deposit for the hydrant valve. Tile meter will be read once a month. The contractor will also need to obtain SIII excavation permit. 18. Site Cleanliness Dust
control on the project site would be greatly appreciated. The Town reeeived a dust control complaint regarding previous construction work ()1l the project site. 19. Notification of Police
and Fin: of aU Traffic Changes Texas Sterling shall notify police SIIId fire of all traffic changes by email. Currently, Realty Road is used to bypass traffic at Marsh and Beltline.
'rhe nearest emergency center may be located at Midway and Dooley. 'lL95L992L6 SINH 
Memo to File -4-Topic Pre-Constrootion MIg. FromAMS Date Febl'WlI)' 27, 2002 20. Pre-Construction Video 'The Town ofAddison would like to be present for the pre-construction video. They
would also like a copy ofthe pre-constrllction video. It is recommended that the video be recorded when the adjacent properties are ranoing their irrigation systems, so that the status
ofthe existing irrigation system ca:n be documented. Luke Jillbert. Town ofAddison, will be sending out notifications to the adjacent property owners regarding this project. 21. Signal
Coordination The signal worle needs to be coordinated with Charles Mitchell, Town ofAddison. 22, 'rojed Signs -Up Before Construction A project sign template is provided in the Construction
Specifications and Contract Documents. Aproject sign wilt be located near the Marsh/Arapaho intersection and the CominerciaVArapaho intersection. 23. Coordination between Contractor
and Property Owners ConstnlCtion will also be starting on the OsIeomead Property within the next few weeks. The waterline and driveway approaches will need to be coordinated between
the two contractors. Other Items Texas Sterling asked ifthe proposed 12" waterline on the north side ofthe project could be moved under the street. This would shift the waterline approximately
5' to the south. This would enable the contractor to multi-task and may improve the serviceability ofthe waterline. Jim Pierce approved this change. It WIIS noted that there is probably
rock located under the existing concrete chnnnelliner. Jerry Holder noted that a cast-in-place box would be preferred ifrock is struck during excavation. It was noJpl that the plans
call for dowels at all transverse contractio"n joints (sawed dummy joints), 􀁾􀀠 Monthly project meeting will be scheduled for this job. -: --; . 􀁶􀁾􀀹􀁓􀁾􀀹􀀹􀀲􀁌􀀶􀀠 81NH 
PUBlJC WORKS DEPARTMENT (972) 450·2871 Post Office Box 9010 Addisnn, Texas 75001-9010 16801 Westgrove March 25, 2002 Mr. Carl Wall Texas Sterling Construction Inc. 2100 N Highway 360
Suite 106A Grand Prairie TX, 75050 Re: NOTICE TO PROCEED Arapaho Road Phase II Marsh Lane to Surveyor Blvd. BID NO. 02-12 Dear Mr. Wall: Receipt ofthis document shall serve as your Notice
to Proceed for the above referenced project, effective April 1, 2002. According to the tenns and conditions of the contract, the proposed improvements shall be completed within two hundred
(200) calendar days from the start ofconstruction, with the original contract price of $2,172,602.00. The scheduled two hundred days expires on October 17,2002, after which a $3000 a
day penalty will be assessed, as per the contract. Please include the Project name and Bid No. 02-12 on all monthly invoices or other correspondence to the Town of Addison. Should you
have any questions, please contact my office at 􀀹􀀷􀀲􀀭􀀴􀁾􀀰􀀭􀀲􀀸􀀶􀀰. • Sincerely, ... 􀁾􀀠 􀀠 Luke Jalbert Project Manager Cc: Chris Terry, Assistant City Manager Mike Murphy, Director
of Public Works Jim Pierce, Assistant Director of Public Works Bryan Langley, Assistant Director ofFinance Steve Chutchian, Assistant City Engineer 
PUBLIC WORKS DEPARTMENT (972) 450·2871 Post Office Box 9010 Addison, Texas 75001-9010 16801 Westgrove SECOND NOTICE March 27, 2002 Dear Property/Business Owner: As indicated in a previous
notice, the Town ofAddison is scheduled to initiate construction ofthe second phase ofthe extension ofArapaho Road, from Marsh Lane to Surveyor Blvd. This second notice is intended to
provide a more detailed and correct description ofthe upcoming roadway improvements. Please note the following items: • The proposed alignment ofRealty Road will generally remain the
same after construction. However, the name ofthe street will change to Arapaho Road upon completion ofthe project. • The construction project will begin on April I, 2002, and is contractually
scheduled to be completed by October 17, 2002. • All properties fronting the new Arapaho Road extension will retain the current street address number (i.e., 3701 Realty Road becomes
3701 Arapaho Road). • Vehicular access from Realty Road will be provided to adjacent properties throughout the duration ofthe construction project. • At certain periods oftime, portions
ofRealty Road will be narrowed to a single eleven feet wide Jane and will be marked with appropriate signage and flagmen to direct traffic as needed. t • The proposed landscaping theme
along the alignment ofthe'new Arapaho Road wi!l.;equire removal of certain trees, bushes, etc. and provides fur installation of repGcement trees and other landscaping amenities. As the
Town ofAddison embarks on the construction phase ofthis project, your consideration ofthe upcoming street improvements and the various inconveniences associated with it, is greatly appreciated.
Should you have any additional questions, please feel free to contact me at 972-450-2886. Sincerely, 􀁾􀁊􀁾􀀠 StevenZ. Chutchian, P.E. Assistant City Engineer 
PUBLIC WORm; DEPARTMENT (972) 450-2871 􀁾􀁾􀁟􀀡􀀧􀀡􀀡􀁬􀀡􀀡___g® p,"" Office Box 9010 Addison, T..... 75001-9010 16801 Westgrove SECOND NOTICE March 27, 2002 Dear Property/Business Owner:
As indicated in a previous notice, the Town ofAddison is scheduled to initiate construction ofthe second phase ofthe extension ofArapaho Road, from Marsh Lane to Surveyor Blvd. This
second notice is intended to provide a more detailed and correct description ofthe upcomiog roadway improvements. Please note the following items: • The proposed alignment ofRealty Road
will generally remain the sanoe after construction. However, the nanoe ofthe street will change to Arapaho Road upon completion ofthe project. • The construction project will begin on
April 1, 2002, and is contractually scheduled to be completed by October 17, 2002. • All properties fronting the new Arapaho Road extension will retain the current street address number
(i.e., 3701 Realty Road becomes 3701 Arapaho Road). • Vehicular access from Realty Road will be provided to adjacent properties throughout the duration ofthe construction project. •
At certain periods oftinle, portious ofRealty Road will be narrowed to a single eleven feet wide lane and will be marked with appropriate signage and flagmen to direct traffic as needed.
t • The proposed landscaping theme along the alignment 􀁯􀁦􀁾 new Arapaho Road 􀁾􀁵􀁩􀁲􀁥 removal ofcertain trees, bushes, etc. and provides for installation of replhcement trees and
other landscaping amenities. As the Town ofAddison embarks on the construction phase ofthis project, your consideration ofthe upcoming street improvements and the various inconveniences
associated with it, is greatly appreciated. Should you have any additional questions, please feel free to contact me at 972-450-2886. Sincerely, 􀁾􀁊􀁾􀀠 StevenZ. Chutchian, P.E. Assistant
City Engineer 
DRAFT PUBLIC WORKS DEPARTMENT (972)450· 71 -;17-f;ip').. \ "?!:l!1""',,"'""_'"'" n" ® 􀀺􀀧􀁐􀁏􀁓􀀧􀀺􀁴􀀧􀀺􀁏􀁦􀁩􀁾􀁬􀁣􀀧􀀺􀁥􀀧􀀺􀀭􀁂􀁯􀀧􀀺􀁘􀀭􀀹􀀰􀁾􀁬􀁏􀀻􀀻􀀻􀀺􀀻􀀧􀀺􀀧􀀺􀀧􀀺􀁯􀁾􀀧􀁎􀁄􀀺􀀢􀀧􀁃􀀧􀀭􀀧�
�􀀧􀁾􀀷􀀺􀀺􀀧􀀺􀀺􀀺􀀧􀀺􀀺􀀺􀀭􀀧􀀹􀀰􀀺􀀺􀁔􀁉􀀺􀀺􀀧􀀢􀁃􀀭􀁅􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀧􀀧􀀧􀁉􀀭􀀺􀁦􀁶􀁥􀀺􀀺􀀻􀀺􀀼􀀬􀀺􀀬􀀺􀁯􀁟􀀻􀀽􀀻􀁾􀀻􀁪􀁾􀀽􀀺􀀽􀀺􀀮􀀺􀀻􀁟􀀠 i 1Ht 􀁾􀀠 t7 j?A PI KiI'C) 11?
W"",,,,,> ;twv-r ) March 25,2002 f2e;l-L-If/lrelr1'f1 /Iv J?-P. ( Dear PropertyfBusiness Owner: ( 􀁾􀁔􀀠YOVk: f e(Vt' -('Iv, !If fIIV/!j, \ As indicated in a previous notice, the Town
ofAddison is scheduled to initiate I construction ofthe second phase ofthe extension ofArapaho Road, from Marsh L e to fo (!. ' Surveyor Blvd. This second notice is intended to provide
a more detailed and correct----, description ofthe upcoming roadway improvements. Please note the following items: • The proposed alignment ofRealty Road will generally remain the same
after construction. However, the name of the street will change to Arapaho Road upon completion ofthe project. • The construction project will begin on April 1, 2002, and is contractually
scheduled to be completed by October 17, 2002. • All properties fronting the new Arapaho Road extension will retain the current street address number (Le., 3701 Realty Road becomes 3701
Arapaho Road). • Vehicular access from Realty Road will be provided to adjacent properties throughout the duration ofthe construction project. • At certain periods oftime, portions ofRealty
Road will be narrowed to a single eleve et wide lane and will be marked with appropriate signage !I!l 􀀧􀁾Way" 􀁾􀀠MId 􀀮􀁴􀀨􀀢􀀨􀀩􀀩􀁾􀀠+0 cJ 􀁾􀀠\"'1!d--i,...,.U:to p.t; Yl4l2dt'c=lo
• The proposed landscaping theme along the alignment ofthe'new Arapaho Road wilLiequire removal ofcertain trees, bushes, etc. and provides for installation of repIicement trees and other
landscaping amenities. "hE-r or 1O:rr ? As the Town ofAddison embarks on the construction phase ofthis project, your consideration ofthe upcoming street improvements and the various
inconveniences associated with it, is greatly appreciated. Should you have any additional questions, please feel free to contact me at 972-450-2886. Sincerely, Steven Z. Chutcbian.,
P.E. Assistant City Engineer 
Name Company Phone Number 1A:tvz;::-(J I L, De-􀁊􀀼􀀲􀁐􀀻􀁖􀁾 A.12i2/sc>,v' 972,---#/5'0,-X!5Lf! 􀁾􀀢􀀧􀀢􀀠 • \""!'"', I,,, '" h 􀁬􀀢􀀧􀀧􀀧􀀧􀁬􀁉􀀾􀁬􀁾􀀠􀀧􀁾􀁳􀀺􀀱􀁜􀁾 􀀰􀀼􀁬􀀡􀀮􀁬􀀡􀀱􀀭􀁾􀀧,1,;.9
q 􀀢􀀱􀀿􀀭􀀨􀀧􀁾􀁉􀀢􀀾􀀨􀁟􀀭 9'1.'" 􀁾􀀠 U;;.411 6c'?' ' , /' " , ($/1)6'ZS􀁾J'a;;z. l/A <: e' /t::;/I1YPO TowtJ <1l:/.. Ul,Dn I s:<!& q 77 '-ISt)-;:;>...f1L../" 7 JuYf,I 􀁾􀀯􀀴􀀮􀀮􀀠
1#1"1'8 􀁾􀁉􀀡􀀮􀁾􀀻􀀧􀀢􀀠 91t.· i>f,I-S'"6Zh Ar>q{-e Stoddard., I-fNTB • 􀁱􀀷􀁾􀀭􀁬􀁢􀁬􀁩􀁊􀁬􀀭􀀵􀁵􀁬􀀮􀀱􀀶􀀠 fin.tle Grra Vt-mCl Vv1 􀁱􀁩􀁾􀀭􀁧 'tD-If{16 , JIwt PI e rep 􀂧􀁦􀀺􀀺􀁴􀁾􀁾􀁦􀁾􀁾􀀧􀀠
Cf12.-'f'JO -;;,:;1'7'1 Sjc:v{5 CHvTci/r/{-IV [tlw/V ..P .A-P PI.5 t)/V '172-4-9-2&f'h LClK f 􀁙􀁁􀁾􀁬􀁦􀁦􀁬􀁃􀀠r /I " /, q 7;;. -'-15"0 -dING) I •, I "! I ,I • 
Pre-Construction Meeting Arapaho Road, Phase II 2/27/02 1. Introductions 2. Overview ofthe Project 3. Contracts 4. Notice To Proceed Date 5. Pay Estimates, Signature block for Inspector
and Engineer 6. Change Orders 7. Key Contacts (Including Subs) 8. Inspection 9. Schedule 10. Plans for Construction 11. Construction Sequencing 12. Contractor Staging, Construction trailer,
Laydown Area 13. Construction Control Staking 14. Construction Cost Drawdown Schedule 15. Submittals 16. Testing 17. Water for Construction , 18. Site Cleanliness .. 19. NoJncation ofPolice
and Fire ofall traffic changes 20. Pre-Construction Video 21. Signals Coordination 22. Project Signs, Up before construction 23. Coordination between Contractor and Property owners 
Pre-Construction Meeting Arapaho Road, Phase IT 2127/02 :{ Introductions 􀁾􀀮􀀠 Overview ofthe Project 0". Contracts 4. Notice To Proceed Date 􀁾􀀮􀀠 Pay Estimates, Signature block for
Inspector and Engineer 􀁾􀀮􀀠 Change Orders 07. Key Contacts (Including Subs) v8. Inspection e9. Schedule :{o. Plans for Construction if1. Construction Sequencing v12. Contractor Staging,
Construction trailer, LaydownArea ..13. Construction Control Staking vt4. Construction Cost Drawdown Schedule {IS. Submittals ('\0 9/,<ve..j '(6. Testing --6. Water for Construction
, v(8. Site Cleanliness .. V.9. Nofification ofPolice and Fire of all traffic changes 􀁾􀁯􀀮􀀠Pre-Construction Video .ft. Signals Coordination -22. Project Signs, Up before construction
23. Coordination between Contractor and Property owners 
Item #R11 -Consideration of a Resolution authorizing the City Manager to enter into a contract in the amount of $153,336.00 with Texas Electric Utility Construction Inc. for the Lindbergh
Drive Water Line Replacement. Attachments: 1. Council Agenda Item Overview 2. Bid Sheet Administrative Recommendation: Administration recommends approval Item #R12 -Consideration of
a Resolution allowing the Town to incur capital project expenditures in advance of a bond sale. Attachments: 1. Council Agenda Item Overview 2. Resolution 3. ExhibitA Administrative
Recommendation: Administration recommends approval Item #R13 -Consideration of a Resolution authorizing the City Manager to enter into a contract in the amount of $2,172,602.00 with
Texas-Sterling Construction Inc. for Arapaho Road, Phase II, from Marsh Lanerto Surveyor Boulevard. ..Attachments: " • 1. Council Agenda Item Overview 2. Bid Sheet Administrative Recommendation:
Administration recommends approval o􀁾 /#R14 -Consideration of a Resolution adopting a pedestrian corridor and open 􀁾􀀠 􀁳􀁰􀁾􀁣􀁥􀀠master plan for the Arapaho Road Extension Phase
II and Phase III 􀁾􀁉􀀯􀀠 proJects. City Council Agenda 02-12-02 
FINANCE DEPARTMENTIPURCHASING DIVISION 5350 Belt Line Road (972)450·7091 &mail purchasing@ci,addison.tx.us Facsimile (972) 450·7096 P.O. Box 9010 Addison. Texas 75001 February 12,2002
Texas Sterling Construction, Inc. Carl Wall 2100 N. Hwy 360, Suite 106A Grand Prairie, TX 75050 NOTICE OF AWARD: Arapaho Rd Phase n-Marsh Ln. to Surveyor Blvd Dear: Mr. Wall: Receipt
of this document authorizes your company to provide all labor and materials as outlined in the specifications, and under the terms and conditions ofthe contract documents for Bid No:
02-12. Enclosed please [md four completed copies of the contract to be signed by an authorized officer or principal ofyour firm. Please send the signed contracts along with the necessary
insurance certificates, Performance Bond, Labor & Material Payment Bond, and Maintenance Bond as soon as possible, but no later than February 28, 2002. Once we receive these items these
items a Notice to ,P roceed will be issued. Ifyou have any questions or if! can be ofassistance to you, please 􀁣􀁯􀁮􀁾􀁴 me at 972-450-7091. 4 􀁾􀀠 Sincx.:relYn I 􀀷􀀧􀁶􀁾􀀠 MinokSuh
Purchasing Coordinator Enclosures Copy: Jim Pierce "Steve..Ghutchian Luke Jalbert .." " 
February 27, 2002 Carl Wall Texas Sterling Construction, Incorporated Re: NOTICE TO PROCEED Arapaho Road Phase II BID NO. 02-12 DearMr. Wall: Receipt ofthis doclUl1ent shall serve as
your Notice to Proceed for the above referenced project, effective March 15,2002 . According to the terms and conditions ofthe contract, the proposed improvements shall be completed
within Two Hundred (200) calendar days from the start ofconstruction, with the original contract price of $2,172,602. Please include the Project name and Bid No. 02-12 on all monthly
invoices or other correspondence to the Town ofAddison. Should you have any questions, please contact my office at 972-450-2860. Sincerely, , .. .. .. Luke Jalbert Project Manager Cc:
Chris Terry, Assistant City Manager Mike Murphy, Director ofPublic Works Jim Pierce, Assistant Director ofPublic Works Bryan Langley, Assistant Director ofFinance Steve Chutchian, Assistant
City Engineer 
DATE SUBMITTED: January 31, 2002 FOR COUNCIL MEETING: February 12, 2002 Council Agenda Item: SUMMARY: This item is fur the award ofa contract to Texas-Sterling Construction, Inc., for
construction ofArapaho Road, Phase II, from Marsh Lane to Surveyor Boulevard. FINANCIAL IMPACT: Budgeted Amount: $4,005,000.00 Cost: $2,172,602.00 Source ofFunds: Funds are available
:from the FY 2000 General Obligation Bond Program, Project No. 83300. BACKGROUND: The second phase ofthe proposed Arapaho Road extension project extends :from Marsh Lane to Surveyor
Boulevard. Construction ofthese improvements provides fur the next section ofa planned east-west minor arterial roadway that will ultimately he constructed between Marsh Lane and Addison
Road. The Arapaho Road extension is intended to relieve traffic congestion on Belt Line Road. The finn ofHNTB Corporation prepared engineering plans and specifications fur construction
ofthis second phase ofArapaho Rd. and the project was advertised to receive bids on January 29,2002. Attached is a bid tabulation for these improvements. The bid proposal in the specifications
for construction was structured to provide an incentivtldisincentive method ofbidding the project. Specifically, each bid submitted was 􀁲􀁥􀁱􀁵􀁩􀁲􀁾 to consist oftwo parts wherelfy:
a. The Contractor submits a standard bid (A). which is the summation ofthe products ofthe estimated quantities shown in the proposal, multiplied by their bid unit prices. , b. The Contractor
submits a time bid (B), which is the product ofthe number of calendar days required to construct the project, determined by the Contractor, and the Daily Value established by the Town.
The Daily Value was established in the contract at $3,000. The number ofcalendar days is intended to include inclement weather, holidays. etc. 
The lowest bid (Total) for award ofthe contract was determined as the lowest sum ofthe standard bid (A) plus time bid (B). The contract establishes the actual contract amount fur payment
to the successful contractor to be the value indicated in the standard bid (A). Also included in the bidding process was a provision whereby the Contractor is awarded an incentive payment
ifconstruction is completed prior to the number ofcalendar days he submitted. The total amount ofthe incentive is the product ofthe Daily Value ($3,000) and the number ofdays the Contractor
completes the project prior to the established contract time. Accordingly, the contract provides for a disincentive amount to be established based on the product ofthe Daily Value ($3,000)
and amount oftime that the Contractor exceeds the established contract time. The total incentive payment cannot exceed $300,000. However, there is no limit to the amount ofdisincentive
reduction (same as liquidated damages) from the Contractor's final payment that the the Town will impose fur going over the contract time limit. Texas-Sterling Construction, Inc. submitted
the lowest Total bid (A +B), in the amount of$2,772,602.00 and 200 calendar days. The actual amount ofthe standard bid (A) recommended fur award is $2,172,602.00. This amount is substantially
lower than the engineering estimate of$2,400,000. In addition, the Engineer estimated that it would take approximately 365 calendar days to complete a project ofthis magnitude and complexity.
The number ofcalendar days submitted by Texas-Sterling Construction, Inc. (200 calendar days) represents a potential reduction oftotal construction time by approximately 5.5 months.
The contractor was subject to an extensive refurence check by the Engineer and staff; and was found to have successfully completed construction of numerous related improvements in other
municipalities in the area. RECOMMENDATION: Staffreconunends that Council authorize the City Manager to enter into a contract with Texas-Sterling Construction, Inc., Inc., for Arapaho
Road, Phase n, from Marsh Lane to Surveyor Boulevard, in the amount of$2,172,602.00. , .. 
Arapaho Rd Phase II, Marsh Ln to Surveyor Blvd BID NO 02-12 ...... DUE: January 29, 2001 2:00 PM ... BIDDER SIGNED Bid Bond a1 a2 a3 I II III IV (AITotal I·IV calendar days (B)calendar
Days x 3000 Total Tiseo Paving y y y y y 1,375,654.25 288,397.70 395,104.50 397,650.25 2,456,806.70 300.00 900,000.00 3,356,806.70 Jeske Cosnt. Co y y y y y 1,346,793.75 467,380.20 405,407.50
394,127.75 2,613,709.20 390.00 1,170,000.00 3,783,709.20 Rebcon y y y y y 1,271,232.75 320,360.00 361,316.00 337,473.00 2,290,381.75 270.00 810,000.00 1,125,000.00 3,100,381.75 McMahon
y y y y y 1,153,661.60 310,995.86 396,894.00 420,553.75 2,282,105.21 375.00 3,407,105.21 Tx Sterling Construction y y y y y 1,089,673.00 311,474.00 429,365.00 342,090.00 2,172,602.00
200.00 600,000.00 2,772,602.00 ...... ---􀁾􀁢􀁶􀁁􀀠 Minai< Suh, Purchasing Coordinator C(lJW[ 􀁾􀁾􀀠 Corey Gayden, Witness 
,)nH-24-02 THU 10: 13 AM REBCOH, fMC FAX NO. 9724448234 P. 02/02 ',:' ' .. '" . January 24. 2002 '; . . : 􀀮􀀺􀁾􀁩􀁾􀁶􀁥􀁮􀁃􀁨􀁬􀁬􀀡􀀧􀁨􀁩􀀬􀀻􀁮􀀮􀀠P.E. .... ,." Town of Addison 16801
westgrove -Drive Addison. Texas 75001 Depr Mr. Chut?hian•. " ',' The 'folioWing isa list of 􀁱􀁵􀁾􀁳􀁕􀁯􀁮􀁳􀀮􀀱􀀠have developed upon fUlther revieW cithe:pjans and . 􀁳􀁰􀁥􀁾􀁩􀁦􀁩􀀡􀀮􀀺􀁡􀁴􀁩􀁯􀁮􀁳
􀀮􀁦􀁯􀁮􀁯􀁶􀁩􀁩􀁮􀁧􀀠􀁴􀁨􀁥􀀮􀁰􀁲􀁾􀁢􀁩􀁤􀀠􀁭􀁾􀁴􀁩􀁮􀀹 on the above referenced.project:·.1 apolo9ize. fo"the . tardiness of!liese qU,estioris but hopefully.you carlliddressthem prior
10 the. bil:l. '. .... " ". . • '" e • •• • ". " 1. There appears to be. no 'pay items fo; ll,1e pavement removal.and curb & 􀁧􀁵􀁴􀁬􀁥􀁮􀁥􀁾􀁬􀁡􀁣􀁥􀁭􀁥􀁦􀁜􀁴􀀧􀀠. " · associated with
the.installation.pfthe,10· cLlrb Inlets in Surveyor Blvd.-shown on 􀁳􀁨􀁥􀁾􀁴􀀠61.... '.'.' .. . , " '. .,'" ...... 2. Pay Items 215 and 216 are for the RemoVaI•. Dlsposal, and Replacement
􀁾􀁦􀀠'20' and.l0·tUrb... . "':", :" .....'." ..; . . inlets respectively. Pay:ltems :204 and 206 are for .the installation of new 10' arid·2t¥·Cuib-. ' · Inlels respectively and seem
10 cover.allthe.iflletneqWred.on this' proJect, .Ptease clarify.: . .'; 􀁾􀀠 .. the intent of pay Items 216 and 216, rdo 'riol find II 20' curb Inlet that must be removea" . :',sho1l/l1on
the plans. . .. ." '. .... .... ,:' .: ",' :.. .3. ·-rha.e are no details provided for the Mono·Medi.an .Nose and 'the Reinforced Concrete ,; ; .,Islands. tflhese are based on standard
detailspleas'e pt'OYlde: . " .. . " . . .4. .We 􀀬􀁶􀁩􀁬􀁬􀁰􀁲􀁯􀁢􀁾􀁢􀁬􀁹􀁢􀁥􀀠down to roCk for.the 5ubgrade olthe 􀁰􀁲􀁯􀁰􀁯􀁳􀁾􀁤􀀠􀁾􀁯􀁾􀁾􀁲􀁥􀁩􀁥􀀠􀁰􀁾􀁩􀁾􀁧􀁴􀁮􀁳􀁯􀁲􀁴􀁩􀁥􀀠 "
areas' Ooes thll.Town 01 Addison require OViilr.excavatlon.oHhe rOok,'a'1d'replacemenfwilh . suMable materiat'i-·lf 􀁾􀁯􀀮􀁰􀁬􀁥􀁡􀁾􀁥􀀠providea specification for 􀁳􀁵􀁩􀁴􀁡􀀡􀁬􀁬􀁾􀀠􀀧􀁭􀁾􀁬􀁥􀁲􀁩􀁡􀀧􀁩􀀺􀀠'Ifover; .' :' · excavation is not required then will the lime·stabilization.in the rocka.ieas 􀁯􀁾􀀧􀁯􀁩􀁲􀁝􀁬􀁴􀁴􀁥􀁤􀀿􀀠
. " " -' " .. '" ., '. :',... ..' ',."'" Please.idenilly the intent oi'ltem .140 Temporary Special Shoring.. Where ISll'riS·,eqllired .:,," ' '. aM are-there any particular specifications
or requirements associaled'with this shQcjiig? . 􀁗􀁨􀁾 will determine jf the shoring is.required? .' '. " . "'. ,: ',. ' • ,I" I have not foiJnd ailyp·articular'.backfill requiremenlsfor
the proposed retaining walls.·W.il.('; existln'g on-site material be suil;lblelOi Ibe.backfill? There are no 􀁷􀁾􀁰 Ifolesilr: drainage.:' 􀁐􀀹􀁣􀁾􀁥􀁴􀁳􀀠shown on tli;,;dra\!litigs,
Will the(eb.e any niqulred? :..' .........., ..>., 4 . '... .' .... . 7: . Is the ooncrete subgrade under.the Brick:Pavers located In the roadway paid for as Item. 1)0 8: thick'Reinforced
Conc""te Paving? .. . ..... . .'. \' . -:\ , 􀁾􀀧􀀬􀀠 "", : • j .. " 􀀢􀁾􀀠 ',' :'. 􀁔􀁨􀁡􀀮􀁮􀁫􀂷􀁾 to, y'our time and efforts. If yotih,weany.questions,. please.. advise. "'"." "',
,".. $iricereIY; ,".' '. ! ' , ," . . ;, .' ," ..,,' .....-.. .􀀺􀀬􀀺􀁾􀀠 ',; cc: 􀁊􀁾􀁲􀁲􀁹􀀠HOlder,.p,E. ": HNTB Cmporation' ' .. ' .. ' ". 􀁾􀀮􀁾􀀠 . ,J, ":',' • •..• . . -" :<1 B68W;
NORTHWES.T HWY.· DALLAS; TEXAS 75220' .􀀢􀁩􀀻􀁲􀁩􀀲􀀯􀀴􀀴􀀴􀁾􀀸􀀲􀀤􀁏􀀢􀀠 "'.:,: 􀀻􀀮􀁾􀀠 5. 6.· "" . ", 
JAN-24-02 THU 10:13 AM REBCON, INC FAX NO. 9724448234 P.OI/02 REBCON, INC. 1868 W. NORTHWEST HIGHWAY DALLAS, TEXAS 75220 Phone (972) 444-8230 Fax (972) 444-8234 FAX COVER SHEET I I DATE:
Thursday, January 24. 2002 TO; STEVEN CHUTCHIAN. P,E. 􀁆􀁁􀁘􀁎􀁕􀁍􀁂􀁅􀁒􀀻􀁾􀀹􀁾􀀷􀀲􀁾􀀭􀀴􀁾􀀵􀁾􀀰􀀭􀁾􀀲􀀸􀁾􀀳􀁾􀀷__________________________._____________􀁾___ FROM; JERRY HENDERSON
COMMENTS; QUEstioos REGARDING THE ARAPAHO ROAD PHASE 2 PROJECT-----------, ... -_._--------_._---NUMBER OF PAGES (INCLUDING THIS COVER SHEET): 2 PLEASE RESPOND IF ALL PAGES ARE NOT RE;:CEIVED
p ORIGINAL TO FOLLOW VIA MAIL NO ORIGINAL TO FpLlOW 
Arapaho Road, Phase II Pre-Bid Meeting Introduction of Staff (Steve C.)· Attending meeting is mandatory Description ofProject a. Paving (Steve C.) 1. 8" -4000 psi reinfurced concrete
2. generally undivided, with left tum and Decel. Lanes b. Drainage (Steve C.) 1. Underground system, including 2·10' x 7' Box Culvert c. Water (Steve C.) 1. C909, Class 150 Water Main
d. Traffic Control (Jerry Holder) e. Signalization (Jerry Holder) f. Right-of-way (Steve C.) 1. Access to Adjacent Properties 2. Demolition is complete on Nile Property g. Coordination
with Osteomed Construction (Steve C.) 1. Water Main 2. Three Drive Approaches " ...... Cost Incentives (A + B Method) (Luke Jalbert) a. Dis-incentive (liquidated damages) b. No wet-weather
considerations c. Monthly Invoices , ... 􀁉􀁮􀀭􀁈􀁯􀁵􀁳􀁥􀁾􀁰􀁥􀁣􀁴􀁩􀁯􀁮􀀠(Steve C.) Staging Area (Steve C.) a. Pump Station Site b. Nile Property Site until Nov. 30th• c. Other Sites
established by Contractor Streetscape (Slade Strickland) a. Irrigation b. Trees Questions 
Arapaho Road, Phase n Pre-Bid Meeting Introduction of Staff(Steve C.)-Attending meeting is mandatory Description ofProject a. Paving (Steve C.) 1. 8" -4000 psi reinforced concrete 2.
generally undivided, with left tum and Decel. Lanes b. Drainage (Steve C.) 1. Underground system, including 2-10' x 7' Box Culvert c. Water (Steve C.) 1. C909, Class 150 Water Main d.
Traffic Control (Jerry Holder) e. Signalization (Jerry Holder) f. Right-of-way (Steve C.) 1. Access to Adjacent Properties 2. Demolition is complete on Nile Property g. Coordination
with Osteomed Construction (Steve C.) 1. Water Main 2. Three Drive Approaches Cost Incentives (A +B Method) (Luke Jalbert) a. Dis-incentive (liquidated damages) b. No wet-weather considerations
c. Monthly Invoices , .. In-House fngpection (Steve C.) Staging Area (Steve C.) a. Pump Station Site b. Nile Property Site until Nov. 30th• c. Other Sites established by Contractor Streetscape
(Slade Strickland) a. Irrigation b. Trees Questions 
ADVERTISEMENT FOR BIDS Bid # 02-12 The Town of Addison is requesting bids for Arapaho Road Phase II, Bid No. 02-12. A pre-bid conference will be held at 2:00 pm on January 15, 2002 at
Town ofAddison Service Center, 16801 Westgrove Dr., Addison, TX 75001. Bids will be accepted until January 29, 2002 at 2:00pm, in the office ofthe Purchasing Coordinator, 5350 Belt Line
Rd., Addison, Texas 75254 at which time they will be publicly opened and read aloud. Bids received after the designated time will not be considered and will be returned unopened. The
Town ofAddison reserves the right to waive any formalities and to reject any or all bids and to select the bid deemed most advantageous to the City. For information contact the Purchasing
Division at 972-450-7091. Specification information can be obtained at www.demandstar.com . Ifyou are not a member ofDemand Star. comand wish to obtain a free copyofthe bid specifications,
you may pick one up at the Purchasing Division, 5350 Belt Line Road, Addison, Texas 75254. , , " 
HNTB 9726615614 12/12 '01 11:26 NO.786 01/11 1:1 􀁾 ii=J Fax 1'hr: !INto CI)Mponlo Transmittal To Steve Chutchian, Jim Pierce Dote December 12, 200 1 Firm Town ofAddisQIJ Total Pages
II (Including this cover) Fox I/972-450-2837 Job Number 25768 From Jen)' Holder o 􀁉􀁾􀁩􀁧􀁨􀀠Resolution o Urgent Please notilY sender I1t 972-661-5626 ifpages are missing or ifthere
is any tIllIlsmissiOll difficul1y. Message Gentlemen, attached is the text 1propose to in,elude in. the Contract Documents in order to iroplementth.e A+B bidding technique you proposed
to use on. the Arapaho Phase II project. Please review and let's discuss at your convenience. 1hankYou. P.S. I have also included documentation ill. the back ofthe fax tbat I obtained
from th.e internet documenting other agencies experiences with.A+B bidding. , " 5910 West Plano Parkway. Suite ZOO, Plano, Texa.< 75093 Voice (972) 661-5626' Fax (972) 661-56/4 
HNTB 9726615614 12/12 '01 11:26 NO.786 02/11 > ' SECTIONSP SPECIAL PROVISIONS , 4 SP-I 
HNTB 9726615614 12/12 '01 11:26 NO.786 03/11 26. OWNER'S DECISIONS The Owner shall, within, a reasonable time after their presentation to him, make decisions in writing; on all claims
of the Contractor and on all other. matters relating to the execution and progress ofthe WoIk or the interpretation ofthe Contract Documents. 27. LANDS FOR WORK The Owner shall provide
as indicated on the Plans for this Project, or by sepatate i.n,strum,ent, the lands upon which the Work Ullder this Contract is to be done, right.of-way for access to san!.e, and such
otller lands which are designated on the Plan.s or in the Specifications for the use ofthe Contractor. Such landS and tights-of-way shall be adequate for the performance of the Contract.
Should the Contractor he delayed as the result of Jack of access, tbis shall be cause for an extension oftime but not for additional cost. The Contractor shall provide at his own expense
and without liability to the Owner any additional land and access thereto that may be required for temporary construction facilities. 28. CLMNlNG ug The Contractor shall remove at his
own expense all temporary structures, rubbish and waste materials resulting from his operations. These requilements shall not apply to property used for permanent disposal of rubbish
or waste materials in aooordance with permission of such disposal granted to the Contractor by the Own.er thereof. 29. 4<WAnD AND EXECUTION OF CONTRACT For the pUlpOse of award, each
bid submitted shall consist oftwo parts when:by: Standard Bid (A) = The correct summati.on of th.e products of the estimated quantities shown in the proposal, multiplied by their bi.d
wtit ptices Time Bid (B) =(CD x Daily Value) = the product of the 1l.U!llDer of calendar days (CD) provided by th.e Contractor and tbe Daily Value estabJish.ed by the Town, Forpwposes
offuis Contract, the Daily Value is $3,000.00. ..t 4 Tbe lowestlwaluated bid (Total Bid) will be determined by the Town. as tbe lowest sum. of Standard Bid (A) plus Time Bid (B) aooording
to the following formula: Total Bid = Standard BId (A) +Time Bid (8) Tinte Bid (B) from the pn:ceding formula will m1! be used to dcter.mine fi.nal payment to the Contractor. All payments
will be based on actual q,uantities and bid unit ptices. The Town desires to expedite construction on tbis contract to mi,nimize the inconvenience to the traveling public and to reduce
the time of construction.. In. order to achieve tbis. I!lI incentive -disincentive provision is established for the contract. The total in.cen.tive payment or disincentive deduction
shall not exceed 300,000.00. SP·7 
HNTB 9726615614 12/12 '01 11:27 NO.786 04/11 30. AWARD AND EXECUTION OF CONTRACT In the event th.e Contractor completes the contract prior to the expitatiOll. of the Original Contract
Time, the Town will pay the Contractor an incentive payment in the Daily Value amount specified in provision 29 for each caleudar day the actual completion date precedes the Original
Contract Time and subject to the conditions precedent set forth below. The term "Original Contract Time" as used in this Provision will mean. th.e number. of calendar days established
for completion ofthe work in the Contract on the date the Contract was executed. The term "calendar day" as used in this Article wilJ mean every day shown on th.e callill1dar, Calen.dar
days wi.ll be consecutively counted from commencement of Contract Tim.e regardless ofweather., weekends, holidays, suspensions of Contractor's operalions, delays or otber. events as
described hacin. For P!lIpOses of the calculation and the determination of entitlement to the incentive incentive paymmt slated above, the Original Contract Time will not be adjusted
for an.y reason, cause or circumstance wbatsoever, regardless of fault, save and except in the jnstan,ce ofa catastrophic evmt (i.e., riots, declared state ofemer.gmcy, national strikes,
or other. situations as declared by the Town of Addison). The parties antiCipate thai[ delays may be caused by or arise from any number of evmts during the course of the ) Contract,
including, but not limited to, work perfonned, work deleted, change orders, supplemental agreements, delays, disruptions, differing site conditions, utility conflicts, design changes
or defects, time extensions, extra work, right ofway issues, permi.tling issues, actions of suppliers, subcontractors or other. COf).ll'actors, actions by third parties, shop drawing
approval process delays, ex.pansion of th.e physical limits of the project to make it functional, weather, weekends, holidays, suspensions of Contractor's OPerations, or, other such
events, forces or factors sometimes experienced in roadway construction work. Sucb delays or events and their poteu.tial impacts on performance by the Contractor are specifically contemplated
and acknowJedged by the parties in entering into this Contract, and shall not extend tbe Original Contract Tim.e for pUl:]JOSOS of calculation of the incentive paymmt set furth above.
Further, any and all costs or impacts whatsoever. incurred by the Contractor in accelerating the Con.tractor's work to overcome or absoro such delays or events in an effort to complete
the Contract prior to expiration of the Original Contract Time, regardless of wbetller. the Contractor successfully does so or not, shall be the s<tle responsibility of the Contractor
in every instance. " .; In the evefft of a catastrophi.c event (i,e" riots, d.eclared state of emergmcy, national strikes, or other. situations as declared by the Town of Addison) ditectly
and substantially affecting the Contractor's operations on the Contract, tb.e Con.tractor and the Town shall agrec as to the number ofcalendar days to extend the Original Contract Tim.e
so th.at such extended Original Contract Time will be llsed in calculation of the incentive payment. In the even.t !he Contractor and Town are unable to agree to the number. of calendar
days to extend the Original Contract Tim.e, the Town shall unilaterally determine the number. ofcalendar days to extend the Original Contract Tilne reasonably n.ecessary and due solely
to such catastrophic event and the Contractor shallllave no rigbt whatsoever. to contest such determination, save and except tbat the Contractor establishes that the number. of calendar
days determined by the Town were arbitrary or without any reasonable basis. sp·g 
HNTB 9726615614 12/12 '01 11:27 NO.786 05/11 . ' The Contractor shall have no rights under the Contract to make any claim, arising out of this incentive payment provision except as is
expressly set forth in this Provision. As conditions precedent to the Contractor's entitlement to any incen,tive the Contr.ac\or mU$t: (I) Actually complete the Contract an.d obtain
final acceptance by the Town. prior to expiration oClhe Original Contract Time. (2) The Contractor shall n,otify the Town. jn writing, within 30 days after final acceptaO,ce of the Contact
by the Town., that the Contractor elects to be paid the incentive payment which the Contractor is eligible to be paid based on the actual tinal acceptance date, and such written notice
shall constitute a full and complete waiver, release and acknowledgnJeot of satisfaction by the Contractor of any and all claims, causes of action, issues, demands, disputes, matters
or controversies, of any nature or kind whatsoever, known. or unknown., against the Town, i1:$ employees, officers, agents, representatives, consultants, and their respective employees,
officers and representatives, the Contractor has or may have, including, but not limited to, work perf'Ormed, work deleted, change orders, supplemental agreements, delays, disruptions,
differing site oonditions, utility conflicts, design changes or defects, time extensions, extra work, right of way issues, permitting issues, actions of suppliers or subcontractors or
other contractors, actions by third partics, shop drawing approval process delays, expansion of the physical limits oftho project to make it functional, weather, weekends, holidays,
suspensions of Contractor's opera,lions, extended or unabsorbed home office or job site overhead, lump sum. maintet1.aJl.ce of traffic adjustments. lost pronts, prime mark-up on subcon.tractor
worJ{, acceleration costs, any aod ell direct and jndirect costs, any oth.er adverse impacts, even.ts, conditions. cir.cumstances or potential damages, on or pertainin.g to, or as to
or arising out of the Contract. This waiver, r.elease an.d acknowledgment of satisfaction shall be all inclusive and absolute, save and except any routine Town final estimating quantity
adjustments. Should the Contractor fail to actually complete the Contract and obtain final acceptance by the Town prior to expiration of the Original Contract Time, or should the Contractor,
having timely oorn,pleted th.e Contract a!),d obtain.ed final acceptance by the Town prior to expiration or the Original Contract Time but having failed to timely request the incentive
payment for any reason, and including but not limited to the Contractor choosing not to fully waive, release and acknowledge satisfaction as set forth .in (2) ahove, th,e CIontractor
shall bave no rigllt to lIllY payment whatsoever under Ihis Miele. Notwithstanding tile Contractor's election oj<non-election ot: tbe incentive un.dcr this provision, the di.sincen.tive
provision appUes to all circum.stan,ces wbcre tbe work in. th.e Contract is n.ot fin.ally accepted by by the Allowable Contract Tim.e. ShOUld tbe Contractor fail to oomplete the Con.tract
on or before expiration of the Allowable Contract Time, as adjusted in accordance with the provisions above, the Town shall deduct from the moneys due the Contractor the Daily V due
as shown in provision 29 for each calendar day completion exceeds the Allowable Contract Time. The tenn "Allowable Contract Time" as used in. tbis Artide $ball meal). the Original Contract
Time plus adjustments pursuant to the statements above • This deduction shall be the disincentive for the Contractor's failing to timely complete the Contract. SP-9 
HNTB 9726615614 12/12 '01 11:27 NO.786 06/11 , , SECTIONPF PROPOSAL FORM •, PF.I 
HNTB 9726615614 12/12 '01 11:27 NO.786 07/11 , ' PAVING, UT1LrtIES, SIGNALIZATION, AND STREETSCAPE BID SCHF.J)UJ.,E SUMMARY ARAPAHO ROAD -PHASE Jl 􀁾􀁂􀁌􀁁􀁎􀁅􀁔􀁏􀁓􀁕􀁒􀁖􀁅􀁙􀁏􀁒􀁂􀁏􀁕􀁌􀁅􀁖􀁁􀁒􀁄􀀠
Bid Schedld. & Destription Total Amount Mate,rlals & Sen'ee8 J_ Pavlut,l JmproVeme)llS n. Utility Improvemen.ts nr. 􀁓􀁬􀁧􀁬􀁬􀁡􀁬􀁬􀁾􀁡􀀶􀁯􀁮􀀠Improvemenls $ ______________________
IV. Slreebcape Improvements TOTAl. BID FOll SCHEDULES I -IV = TOTAL OF STANDARD BJD (A): S ____________ WRITTEN IN WORDS: ___________________ TOTAJJ OF TJME BID (8): (Calendar Days)
BASIS FOR COMPARISON OF BIDS: (A) + [(B) X $3,000J = TOTAL BID: NOTES: I. All items. labor, materials. equipment. fUllililies. inoidenuls, and wolk required for consttuctioD. of tllc
project are to be provided and installed by lbt Contractor lIS part of the projeyt an.d paymeo.t for the <;oS! of SIIch shaH be included in the price hid for the COnsttuctiOll ofthe
project. • 4 2. Prices Ilfust be shown in words and figum; COl: each item listed in this proposal. In the ellenl of discrepancy, the words shall control. 3. It is understood the the
Bid Security shalll>e collect.ed and rcla;D.ed by lbe Own.cor as li.quidated damages in the eVClIt a CODlr.!ct is roade by tbe Owner l>ased em this proposal witllin ninety (SlO) calendar
days .Rer receiving bids and th.e UIldersign.ed fails to execute tllC contract and 􀁾􀁵􀁪􀁲􀁥􀁤􀀠bonds within len (IO)'d"1$ from Ille date Ille Contractor is notifIed and ba$ 􀁴􀁾􀁥􀁩􀀮􀁶􀁥􀁤􀀠dle
confonned dccumenls. Aller this period, if lb. contract has been """cuted and the reqUired bonds have been submitted, the sai.d Bid Security shan be returned to tbe Wldersign.ed upon
demand. Bidd!1!'s Tax I.D. No. or EmployerNo. SUM,.,ARY 
HNTB 9726615614 12/12 '01 11:28 NO.786 08/11 Arizona Department ofTranspOItation-·A + B Bidding Page 1 ofl , , Performance Audits .Past 􀁐􀁥􀁲􀀮􀁩􀀮􀁯􀁛􀁭􀁬􀀡􀀱􀁬􀁾􀁵􀁤􀀱􀀡􀀡􀀠 A root
orp....IOU ....p0Jl5 sorted 􀁾􀁹􀀠􀀨􀁬􀁓􀁾􀀠 Download Acrobat For vlli'Mng fuD audit RlPQi1s Performance Audit 8Arlzona Department of Transportatlon-A + B Bidding (November 1999, Report
No. 9922) • Based on tbe 􀁢􀁥􀁮􀁥􀁦􀁩􀁾􀀠dempnslr.ted during the Ariz<;ma Deporone:nt OCT"'"$pomtiOll's (Departm.ent) Use of A+B bidding, the Legislatw:e should consider amendIng statute
to .llow me Oeporonent IUld TJ:WlSP.ortotion Board to U9t A+B bidding for nppropriDte slnte bigbwny couslTllction projects. A+B bidding differs ftom traditional J,ighWlly COMll:Uction
conttact bidding in mat it cOll$iders ti,. tiro. to complete. highway con.ll:Uction project ill addition to a project's cost. This bidding method;$ par:tic:ularly advantageous if compkling
Q project quickly is desirable or project cOD$tnwtioo. is anticipated to smou$ly impact and 􀁣􀀮􀁵􀁾􀀰􀀠in.co».v",,;.!>c. to ro.d lISers. Tb.e Legislnture authOl'lzed the Depnrtment
OD,d Board 10 u.e A .. nbidding for up to 20 bighWllY construction contracts !>ttwetJ) October I, 1997, and October I, 1999. TIle DeparlnlJOnt and Board I$$u.ed GA+13 conuacts , 3 of
"'hi.ell have bee». completed. Even wi:tb this limited expenence, A+l3 bidding bJls been show» to 􀁳􀁦􀁚􀀢􀁩􀁦􀁩􀁾􀁡􀁮􀀮􀁦􀁬􀁹􀀠reduce construction times and associated construction-related
impacts. The Depar1mtnt has also generally complied with stallltQry limits for changes to IrlghWAy construction contncl$. However, Ille cost of these ohanges continues 10 􀁩􀁾􀁣􀁲􀁥􀀮􀁳􀁣􀀮􀀠Tn
1.993, fmal C01l.ll:Uclto». costs .xceeded their original contract .mounts by 2.9 percent, For the first 6 mon.ths of 1999, conlIact overruns have Increased to 9.7 perctnt. Based on
tht Departm<nl's eUI'IOnt tate of complelion. for higbwoy coF\l'!ru<:tion project>, e.ch I percent of cost jru:xea.<e could add over. $3 million annually to fJJ)aJ comtru<:ti.on costs.
costs. '" Click 10 view, right click to save this 229k PDF file 􀁊􀀺􀀮􀁴􀀹􀀮􀁬􀁬􀁬􀁾􀀠I􀁒􀀮􀁑􀀮􀁯􀁊􀀧􀀡􀁬􀀬􀀼􀀻􀁬􀀮􀁙􀀮􀂧􀀮􀁉􀀮􀁥􀀮􀁢􀁯􀀡􀀡􀀮􀁌􀁙􀀮􀁾􀀠IE<.\I!111!l1 􀁾􀁥􀁲􀁶􀁬􀁬􀀻􀁾􀀱􀀾􀀠I,!;!mw.QY.m
el!! I links I Search I􀁾􀁩􀁳􀁬􀁡􀁬􀁵􀁲􀁥􀀠I Webmaster ... http://www.auditorgen.state.az.usIPAD/pa99-22.htro 11125/01 
HNTB 9726615614 12/12 '01 11:28 NO.786 09/11 OKLAHOMA Page 1 ofl , ' OKLAHOMA BEST PRACTIC5IPOLlCY: MB Biddlllg (TIme Based Bidding) REASON(S) FOR ADOPTING THE BEST PRACTICE/PO)..ICY:
A+B bidding was begun to encourage innovation from the construction contractors to reduce construction time, thus reducing user delays. BIGGEST BENEFIT(5) BEING REALIZED FROM TliIS BEST
PRACTICE/POLICY: The contract lime bid 1$ generally less !han the maximum allowable contract time set by the DOT in the bid documents, )..OCATION AND TYPE(S) OF PROJECTS WHERE THIS PRACTICElPOLlCY
IS MOST APPLICABLE/EFFECTIVE: The high-volumelhigh-speed interstates and highways for rehabilitalion and recol'lsiruction projects. CONTACT(S); Mr. Jack Siewart. Oklahoma Department
of Transportation Office Specifications Engineer Telephone: (405) 521-2625 E-Mail: jack.stewarllOdot@fd9nsQI.okfadot.state.ok.us •, http://ops.fhwa..dot.gov/wz/wzguidbkIDocwnentslhp-ok8.htm
11126101 
HNTB 9726615614 12/12 '01 11:28 NO.786 10/11 NORTH CAROLINA Page 1 ofl .' NORTH CAROLINA BEST PRACTICElPOLlCY, A+B Bidding Clauses in North Ceroline DOT Contracts DESCRIPTION OF THE
BEST PRACTICE/POLICY: Tha A+B Clause in NCDOT contracts allows contractors to set contract time. Specific criteria are applied to any project under evaluation for this technique to ensure
ltlat the benefits from reduced conlract time are equal or greater to the potentiellncreased cost. North Carolina has used this technique 20 times since 1989. REASON(S) FOR ADOPTING
THE BEST PRACTICEIPOLICY: This method was used \0 assist in accelerating contract time for critical projects. Critical projects are defined as having a high user cost during construction
activities. BIGGEST BENEFIT(S) BEING REALIZED FROM THIS BEST PRACTICE/POLICY: The use of A+6 bidding has thus far resulted in SUbstantial contract time reductions on the majority of
projects where it has been utilized. LOCATION AND TYPE(S) OF PROJECTS WHERE THIS PRACTICE/POLICY IS MOST APPI"CABLElEFFEGTIVE: This melho(lls typically used on high-volume urban rehabilitation
projects. CONTACT(S): Steve DeWitt. P.Eo, Siale Construction Engineer, NCOOT Telephone: (919) 733-2210 Fax: '(919) 733-8441 Bradley Hibbs, TraffiC OperatiOns & Safely Engineer, FHWA
North Carolina Div. O,ff ice Telephone: (919). .8 564354 )(145 ... 􀁾􀀠 Fax: (919) 856-43S3 hltp:llops.fhw3.dot.govlwzlwzguidbkJDocurnentslhp·ncll.htm 11/26101 
HNTB 9726615614 12/12 '01 11:28 NO.786 11/11 NEWYQRI( Page I ofl NEW YORK BEST PRACTICE/POI-ICY: A+B Conlr"cts OESCRIPTION OF THE BEST PRACTICE/POLICY: A+8 Conlracts specify a bid for
1M work (A) and a bid for the time thst a highway facility will be OCCUpied by the contractor (B). The Stale begsn use of !his specification on selected projects in 1994. REASON(S) FOR
ADOPTING THE BEST PRACTICE/POLICY: The state began using this innov"live contracting method to reduce the duration of construction delays in urbanized areas. BIGGEST BENEFIT(S) BEING
REALIZED FROM THIS BEST PRACTICE/POLICV; To date they have used this method on 65+ projects. These projects have saved an eslimaled 8,500 contract days based on the difference between
the estimilled conhact time and the rontrac! lime bid. The State estimates that these projects have resulted in a $100 million redUction in user delay costs. LOCATION AND TYPE(S) OF
PROJECTS WHERE THIS PRACTICE/POLICY IS MOST APPLICABLEIEFFECTIVE: The MB projects are employed on all types of projects with high volumes (urb,mized freeweys) and on other projects where
substantial user delay ( Le.• bridge 􀁲􀁥􀁰􀁬􀁡􀁾􀁥􀁭􀁥􀁮􀁴􀀠where difficull detours ere necessary) will occur. CONTACT(S): Richard W. Lee. Highway Engineer. NVSOOT Telephone: (518)
457-4449 E-Mail: RLEE@9W.dot.slate.ny.us , Emmatt McVIU, Traffic Safety Engineer. FliWA. New York Division .. ..Telephone: (518)!431-4125. el't. 231 Jirn QfQwney. Trs,lft(; Safely Engineer.
FHWA, New York Division Telephone: (518) 431-4125. 6XI. 264 http://ops.fhwa.dot.gov/wzlwzguidbkIDocumentslhp.nyl.htm 11126/01 
􀁃􀀺􀀧􀁾􀁟􀁮􀁴􀀺􀀠 Texas Sterling Construction [lat.: 15·Feb-02 Aropaho Road Addison, Texas Cement: Flyash: Coarse Agg.: Fine Agg,: Admixtures: I'.. 􀁾􀀻􀀮􀁬􀀠 No. 3:,.engll1 @28 Days
Ge,,,ont, lb. F\ Mh, lb. ::. ;\gg" lb. !32.n,j,lbs '.\'<'i1::: r, Ibs ',1,i'P.. O! 􀁩􀀺􀁾􀀺􀁜􀀮􀀠oz .: 􀁾􀀺􀁡􀁬􀀠Weight UnIt Wt. #!CF '.ViC Ratio, # i 􀁾􀀺􀀭 A:;h. % 􀀻􀀬􀁬􀀻􀀻􀁾􀁩􀁲􀁮􀁵􀁭􀀠Temp,
dag. ::,jUfOlP: inches .!,;r, 0/., entrai.n.e d 􀁾􀀠 ASTM C-150, Type I ASTM C-i316, CI••s C ASTM C·33, 1"· #4 Crush6d Stone ASTM C.33, Concrete Sand ASTM C--494, Type A Or D ASTM C·2BO
1 Cubic Yard l3y 􀁾 -SSD Pavinll (Macllille) 134 401)0 Air 414 11)3 '1860 13-19 2,10 2(-.7 􀁾􀁁􀀠 39,56 '146,,52 0.-\6 :,0 :)5 , 3·5 4-6 " ,-,:timor. Ready Mix guarantees tile above
mix desl;ln IVIII achieve 'c" speclOed strength wilen tested and evaillateciin accordance with .-,STM C-172, C·31, C·39 and C·S4 and when the recommended procedures I,ll' placement and
curing outlined in ACI 3051308 .rl, followed, 􀁾􀁩􀀱􀀠 accordance with ASTM Cp 94, Lattimore Materials Co. request!i that copies of all 􀁾􀀮􀀬􀀠 cl··":'ngth tests be forwarded to our
Quality Control 􀁃􀀹􀁰􀁾 rtment. 􀁾􀁜􀀠 􀁢􀁾􀀧􀀻􀀢􀁔􀀢􀁩􀀮􀁾􀁾􀀮􀁉􀁳􀀠 􀁃􀁾􀁯􀁭􀁰􀁭􀁬􀁙􀀠 -􀀧􀀮􀁾􀀮􀀠 :··.Lh:inn!':y, T,;::-;as 75070·0556 :!: 􀁾􀀮􀀺􀀬􀀢􀀺􀀧􀀺􀀩􀀠 􀁾􀀶􀀹􀀭􀀴􀀶􀀴􀀶􀀠
Texas St011ing COflstruction Dat.: 15·Feb·02 Acapaho Road ?ddison. Texas :'::aturia:ls: Cement: ASTM C·loO, Type J Flyash: ASTM C·BIS, Class C Coarse Agg.: ASTM C·33, 1 ". iI4 􀁃􀁲􀁾􀁳􀁨􀁾􀁤􀀠Slone
Fin. Agg.: ASTM C·33, Concrete Sand Admixtures, ASTM C·494, Type A or D ASTM C.260 1 Cubic Yard 6y 􀁷􀀮􀁾􀀠. SSO PavfIl;J (HalldJ 􀁾􀀢􀁬􀁩􀀠No, G6 􀁾􀀡􀁲􀁯􀁮􀁧􀀧􀁨􀀠@28 Days 401)0 Air
Cement, Ibe 451 ro,), Ash, lb. 113 C. "'09., lb. 18:;0 Sao)d,lbs 13'[1 􀀧􀁾􀀧􀀧􀁩􀀢􀁴􀁥􀁲􀀬􀀠Ibs 2:39 '/i;?" oz. 22.5 􀁩􀁾􀁾􀁬􀁾􀀬􀁟􀀬___21 ;"2. Yo,"l Weight 39M Wnit Wt. #!CF 146.,,1
'tNC Ratio. 􀁾􀀠 0..12 ::\ Ash , 0/.. :20 ;<1;o:imum Temp! dey, 95 , :}iwnp: Jnches 3·5 .. ::'Ji, "'!c. e-ntrained 4·6 ....i i..Uirnor. Ready Mix goarantees the above mix d••i:)" will
aChieve I.i .. s;Jeclfled strength when tosted and evaluatad in accordance with t STM C·112, C.31, C·39 and C-94 and when the recomn,endod procedures :0: placement and curing outlined
in ACI 306/306 'f(' followed. !I> ,ccordone. with ASTM C·94, Lattimor. Materials Co. reque.t. that copies of all wenglh tesls b. forwarded to our Quality Control Dep •.rtmen!. •• , ,-,
"-.< 􀁜􀁬􀀻􀁈􀁾􀁲􀁩􀁩􀀡􀁊􀁳􀀠􀁃􀁯􀁾􀀩􀀬􀀧􀀩􀀻􀁰􀁡􀁮􀁹􀀠 "; :-􀁾􀀮􀀮􀀭􀀺􀀬􀀮􀀠,\ti";}'i.'li(;e:y. TtJ.:.<ls '75070-0556 . ::',:E' 􀀻􀁾􀀭􀀻􀀺􀁩􀀠􀀵􀀶􀀹􀁾􀀺􀁴􀀶􀀴􀀶􀀠 
/:!:! 􀁾􀁾􀁾􀀠 , '7MC .,'" d i.' , .' 􀀻􀁷􀀮􀀮􀀮􀁾􀁾􀀢􀀻􀁻􀁊􀀠 􀀺􀁾􀀧􀀠 Wtg:r&tiW 􀀦􀀻􀁾􀀧􀁩􀁩􀁾􀁕􀁴 &1J ;-.<; " :"" 􀁬􀀺􀀧􀂷􀀮􀁾􀂷􀂷􀀢􀀺􀁜􀁲􀀧􀀻􀁾􀀻􀀮􀀢􀁾􀀢􀀧􀀮􀀭􀀺􀂷􀂷􀂷􀀬􀀬􀀧􀀠 "
,-􀁾􀀮􀁾.. " " , ...' .. 64 ·:'"CIi nRENGTH: 4000 7·28 . ,..:;· ..􀀷􀁾􀁾􀁩__ SlumQ Air Temp 7 􀁄􀁡􀁾􀀠 .( D;IL...􀁾􀀮􀀶􀁾􀀹􀀮􀀺..:1a Day 28 􀁄􀀮􀁾􀀠 Avg. Avg.13 Range Gain :"!""pr-OO
5.25 78 3810 40('0 3906 4950 5000 4975 50 1.27 ;:·\··..o,pr·OO 5.50 75 3680 3520 3600 4560 4530 4545 30 1.26 "::G-Apr-OO 5.75 76 3480 34Z0 3450 4740 4730 4735 4752 10 1.37 Z.s··.-{.,pr-OO
5.25 73 3060 3000 3030 4670 4620 4645 4642 50 153 􀀿􀀤􀀭􀁁􀁰􀁲􀁾􀁏􀁏􀀠 5.25 79 3320 3430 3375 4450 4330 4390 4590 120 1.JO ::"-Jul·OO 5.25 5.2 78 3620 M90 3555 4690 4660 4675 4570 30
1.32 OC-Jul-OO 5.50 4.7 79 3870 4080 3975 5310 5330 5320 4795 20 1.34 D5-Jul-OO 5.25 4.9 82 3920 􀀴􀀰􀁾􀀰􀀠 3975 5080 5110 5095 5030 30 1.28 :·6-J'01-00 5.00 5.0 81 4550 4200 4380 5710
5750 5730 5382 40 1.31 ;)6-Jul-OO 5.25 4.5 80 3920 3860 3890 5120 5000 50eO 5295 120 1.30 .:.;;-Jul-OO 5.50 4.8 86 3390 36i'0 3530 4080 4120 4100 4963 40 1.16 , " ·Jul-OO 5.25 88 4160
36S0 4005 4980 5060 5020 4727 SO 1.25 " -Jul-OO 5.00 89 3500 37t l0 3620 4730 4550 4640 4587 180 1.28 , ,·J'cl-OO 5.25 90 3520 3320 3420 4420 4570 4495 4718 150 1.31 l' -jul-OO 6.00
8a 3630 33!JQ 3610 4550 4650 4600 4578 100 1.31 􀁾􀀠 􀁾􀀠􀀭􀀼􀁪􀁬􀁾􀁉􀀭􀁏􀁏􀀠 5.00 90 3590 3700 3645 4730 4830 4780 4625 100 1.31 -"-Jul-OO 5.75 4.3 80 3410 3550 3480 4210 4340 4275
4552 130 1.23 ; -i-Jul-OO 6.25 4.0 80 3530 3210 3370 4190 4200 4195 4417 10 1.24 -4-jul-OO 6.00 4.5 65 3160 􀀳􀀰􀁾􀀰􀀠 3125 4380 4150 4265 4245 230 1.36 •e-Jul-OO 6.00 4.8 89 3440 3300
3370 4210 4220 4215 4225 10 1.25 ,ij·hl-OO 550 5.0 90 2930 3100 3015 5390 5260 5325 4602 130 1.77 Z;--J'JI-OO 6.00 43 90 3440 􀀳􀁾􀁾􀀺􀁏􀀠 3430 4550 4580 45554698 10 133 27 -Jul-OO 5.50 45 90 3720 35:,0 3620 4520 4510 4515 4798 10 1.25 /;,·Jul-00 6.00 90 3080 3000 3040 4210 4260 42.35 4435 50 1.39 ,)2.AL'g·OO 5.25 4.6 86 4110 3700 3945 4630
4680 4645 4465 30 1.18 :2-"'''9-00 5.50 5.0 85 3880 42£10 4070 4940 5000 4970 4617 60 1.22 ':.o·/,vg-OO 5.25 4.8 84 3970 4HI0 4080 4820 51'00 4910 4842 160 1.20 ::2·;\ug-oO 5.50 4.5
63 3180 3500 3MO 4330 4100 4265 4715 130 1.1.28 􀀧􀀺􀀭􀀯􀀬􀂷􀀮􀁁􀁬􀁊􀁧􀁾􀁏􀁏􀀠 ... 5.25 4.1 90 3070 30HO 3080 4000 4030 4015 4397 30 1.30 􀀺􀀺􀀬􀀻􀁾􀀺􀀢􀁵􀁧􀁾􀁏􀁏􀀠 􀁾􀀠 5.00 3.9 69
3220 33'10 3265 3990 4100 4045 4108 110 1.24 􀀺􀀧􀁾􀂷􀀯􀀢􀀮􀁉􀀮􀀻􀁇􀂷􀁏􀁏􀀠 600 4.6 93 3110 3200 3155 3960 4140 4060 4040 150 1.29 􀀧􀁾􀀭􀁁􀁵􀁧􀀭􀁏􀁏􀀠 5.50 4.2 90 3240 􀀳􀀴􀁾􀁏􀀠 3330
4070 4210 4140 4082 140 1.24 . [i-/\ug-OO 6.00 4,4 90 3390 34!10 3420 4060 4030 4045 4082 30 1.18 5.60 4.6 85 3545 4590 79 '1,30 ... 431 ". :;-".,:,.2 REQUIREMENTS: (5.1) 􀁦􀁣􀁲􀁾􀀠fc
+1.34s 4577 (5.2) fcr =fc + 2.33$·500 4504 ,.'e: 􀁜􀁩􀁾􀁴􀂷􀀺􀀺􀁲􀁩􀀳􀀱􀁳􀀠COl1lpany . .-,.;., 􀁛􀀢􀁋􀁩􀁮􀁮􀁥􀁾􀀮􀀠Te.x" 7 5Q70-0556 􀀬􀀬􀀺􀀺􀂷􀀮􀁾􀁣􀀻􀀮􀀠(97, J 569-4646 
􀁟􀁾􀁾􀁾􀁉􀁍􀁃􀀠 􀁩􀁩􀁾􀀮􀀠 􀁴􀀻􀀿􀁾􀀧􀁾􀀧􀀭􀀢􀀢􀀠 􀀬􀁾􀀮􀁾􀁾􀁾􀁰􀁾􀀠 " ," . 􀁾􀀻􀀮􀀠 􀂷􀀢􀀧􀁾􀀢􀀧􀀺􀁾􀀼􀁴􀀮􀀺􀀻􀀺􀀺􀀺􀁾􀁬􀀮􀀻􀀧􀀧􀀼􀀧􀀧􀀧􀀧􀁾􀀺􀀺􀀧􀀧􀁩􀀭􀁾􀀠 ",/' ;:(.i,; 66 􀀺􀀧􀁣􀀮􀁩􀀨􀀧􀀻􀁾􀀠STRE
NGTH: 4000 7-28 ::)2:(e :CiS-Oct·OO Slum>! 4.75 Air 4.3 Temp 76 7 Day 5920 􀁊􀁾􀁌􀁄􀁡􀁹􀀠 28 Day 5920 6450 6680 Avg, 6565 AygJ3 Range 230 Gain 1.11 7(i-Oct-00 5.00 4.5 76 5000 5000 7420
7060 7240 360 1,45 2B·Oct-OO 5.75 4.5 78 5530 5530 7100 7370 7235 7013 270 1.31 26u Oct..QO 5.00 4.6 76 5000 5000 6500 6190 6345 6940 310 1.27 ;>i).Oct·OO 5.25 4.3 78 4640 4640 6070
5720 5895 6492 350 1.27 2<'-Oct·OO 4.75 4.4 76 4510 4510 6310 5990 6150 6130 320 1.36 ;·:'i··Oct·OO 5.25 4.1 78 4680 4680 6140 5970 6055 6033 170 1.29 :'G-Oct·OO 5.00 4.7 76 5090 5090
6550 6320 6435 6213 230 1.26 2·1·0ct-OO 5.25 5,6 82 5320 5320 7090 8770 6930 6473 320 1.30 ". 31-0ct-OO 5.25 4.2 83 4440 4440 5230 5310 5270 6212 80 1.19 i' 31·0ct-00 5.00 4.6 82 6170
5170 6590 6250 6420 8207 340 1.24 ,," ' .. m) Nov-OO 5.00 5.0 88 4800 4800 6320 6690 6505 6065 370 1.36 ': 􀁾􀁜􀀠 1 􀁾􀀭􀁎􀁯􀁶􀀭􀁏􀁏􀀠 5.00 4.6 70 4960 4980 ea80 6580 6730 6552 300 1.36
, :;,Nov-OO 5.00 4.8 70 5390 5390 6560 6390 6475 6570 170 1.20 􀀮􀁾􀀠 􀀵􀁍􀀺􀀬􀁊􀁯􀁶􀁾􀁏􀁏􀀠 5.00 5.3 62 5820 5820 72:30 7600 7415 6873 370 1.27 􀀧􀁾􀀠 , 5-Nov-00 5.25 5.5 63 5920 5920
7390 7090 7240 7043 300 1.22 C2·Jan-01 5,00 4.4 70 5480 5480 6380 6120 6250 6968 260 1,14 0?·jan·01 5.00 4.3 70 5220 5220 6850 6890 6870 6787 40 1.32 􀀺􀁾􀀧􀀲􀀭􀀢􀀺􀁡􀁮􀁍􀀰􀀱􀀠 5.00
4.4 71 4730 4730 5890 5920 5905 6342 30 1.25 .. :-2-Jan-01 5,00 4.5 72 4500 4500 5410 5270 5340 5038 140 1.19 ;;'2-Jan-0'1 5.00 4.3 73 4580 4580 5420 5770 5595 5613 350 1.22 􀀺􀀮􀀡􀀺􀁾􀁾􀁊􀁡􀁲􀁬􀀭􀀰�
�􀀠 5.00 4.2 70 4490 4490 6440 6120 6280 5738 320 1.40 } : ;)2-Jan.01 5,00 5.5 70 4420 4420 5890 5570 5630 5835 120 1.27 ',9-Jan-01 5.00 5,0 70 5570 5570 6400 6460 6430 6113 60 1.15
, 9-Jan-01 5.00 4.1 66 5610 ' 5610 6930 􀀷􀀴􀀰􀁾􀀠 7165 6408 470 1.28 ·,,)·Jan·01 5.00 4.3 70 5890 5890 684,9 64111 6660 6752 360 1.13 .. 􀁾. 5.06 4.6 74 5103 6424 255 1.26 L 593 􀀢􀀬􀀺􀀢􀀧􀁾􀀧􀀬􀀠
DEV, 607 ..' • :!' '·S.:l.1.2 REQUIREMENTS: (5_1) fer" Fe ... 1.345 4814 (5.2) Fer = Fc + 2.335 -500 4915 "i' 􀁜􀁲􀀻􀀺􀀧􀁩􀀢􀀮􀁲􀀻􀁾􀀱􀀮􀁳􀀠COlllp;)ny " "f.' 􀁾􀁲􀀬􀀠K'nne,Y, Te"" 75070·0556

· QTE" Grl)up, loc. 9200 King Arthur PROJECT IN'SPECTION Dallas, TeAfts 75247 REPOl'tT :214) 678-'J227 i'ROJECT: LAttjmQre AS.\1resate Testi:ag Job N<:>.: OOO(l2.0002. 􀁃􀁾􀁟􀁛􀁅􀁎􀁔􀀺􀀠
Lattimore Materials Dat.: 031]5/02 ASTM C·)3 Size 57 ·Bridgeport St«ne :j 1 112" 100 100 1" 96.3 Y5·1ClO lh" 40.S 25·60 :; ii #4 2.3 0-10 l:'------------!-------------+-----------ll
#3 1.] 0·5 􀀧􀁣􀀻􀀺􀀢􀀧􀁾􀁾􀁾􀁾􀁾􀀭􀁾􀁾􀀭􀁾􀁾􀀽􀀽􀀽􀁾􀀮􀁄􀀢􀀢􀁡􀁮􀁴 (ASTM C·117) 􀁾􀀺􀀺􀀮􀁾􀀢􀀢􀁟􀀺􀀸􀁟􀁬􀁮􀁟􀁧􀁟􀀣􀀲_􀁟􀀰􀀰_􀀠􀁓 􀁟􀁩􀁥􀁟􀁶􀁟􀁥􀁟􀁾􀁾􀁏􀀽􀀮􀀽􀀸􀁟􀀽􀁾􀁾􀁾􀁾__=J M"iDJUm
Allowed 3.0 % _____===__􀀽􀀽􀀽􀀽􀀮􀀮􀀮􀀻􀀻􀁓􀁯􀀺􀀡􀁾􀁾􀁥􀁤􀀮􀁦􀀧􀁩􀁣􀀠Gravity (ASTM C·127) 􀀮􀀺􀀭􀀻􀀭􀀺􀁾􀀺􀀠 I 64 20•. 6].2 􀀮􀂷􀁜􀁢􀀺􀀺􀀨􀁬􀁲􀀿􀁾􀁩􀀨􀁬􀁮􀀠% I 􀀽􀀽􀁾􀁾􀁾__􀁾_______
___________􀁾􀁾􀁾􀁾____d 􀁾􀀠 QTE REPRESENTATIVE: Eruc.e J 􀁓􀁰􀁬􀀧􀁾􀁤􀁤􀁍􀀠 Re;pectfully submilted, 􀁾􀁾􀁊􀁷􀁛􀁌􀀠 :·r,!j 􀁾􀁜􀀬􀀬􀁽􀁉􀀧􀁴􀀠 r.;.pNHConts only the 􀁭􀁡􀁬􀀮􀁃􀁲􀁩􀀡􀁬􀁾􀀠􀁴􀁾􀀤􀁴􀁊􀀺
􀁤􀀠aod me}' (of mi'! fll)\ 􀁢􀁾􀀠Rpru:*,nlJlJ.ivc "f 􀁩􀁤􀁾􀁴􀁩􀁣􀀱􀁬􀀮􀀱􀀠or Si(nilsf lll.AI.cri.1J:. 111i!; !'t(lort studl Ml e: 􀀧􀀧􀀧􀁾􀀧􀁦􀁉􀀮􀀻􀀮􀀻􀁬􀁜􀁊􀁣􀀢􀀮􀁩􀀠 􀀼􀀺􀁸􀀭􀀡􀁾􀁲􀀧􀁴􀀠in
􀁩􀁬􀀬􀀮􀁾􀀠 t.,ti,tl), /tnd with the 􀁾􀀱􀀧􀀺􀁐􀀢􀂻􀀠written pf<rmiuion 1)1' QT£. Ine, 
.. QTE'" GrQup. Inc. ,,'.:no King Arthur PROJECT lNSI'ECTION :;;,llHs. Te;!;8.S 75247 REPORT ,:141678-(1227 Job No,: 00002,0003 Dnte.; 03/15/02 Denton Blend C-33 Sand 􀁓􀁬􀁾􀁶􀁥􀀠􀀬􀁾􀁮􀁡􀁬􀁹􀁳􀁩􀁳􀀠
#4 98.9 95-100 #8 8,5,4 80-100 ;1116 71.6 50-85 :' --,.,---------+--------------1----------11 1130 53.3 25 -{iO #50 19.1 10-30 11100 0-10 #'100 1.3 0-3 Specific Gr"vit . (AS"fM C:-128)
,,:-,.1:,􀀺􀀺􀀺􀀺􀀺􀀽􀀽􀀺􀀺􀀺􀀺􀀺􀀺􀀺􀀺􀀺􀀺􀀺􀀺􀀺􀁾􀁾􀁾􀁾􀁾􀀠 2,644 ... 􀁾􀁾􀁾􀁾􀁲􀁰􀁤􀁯􀁡􀀠(%) l.\O 􀁣􀀽􀀺􀀧􀁾􀀧􀀷􀀢􀀧􀀧􀀺􀀺􀀽􀁾____􀀮􀀮􀀮􀀻􀀻􀀺􀁵􀁬􀀺􀀺􀀻􀁬􀁩􀀮􀀺􀀮􀁮􀀮􀀺􀀮􀀺􀁶􀁾􀁉􀁬􀁬􀀺􀀡􀀡􀂷􀁧􀀺􀀻
􀀻􀁨􀁴􀁾􀀮􀁾􀁄􀀡􀀺􀀻􀁌􀁊􀀨􀁬􀀩􀁤􀁤􀁥􀁤􀀠 (ASTM C.29) , 􀀬􀁾􀁾􀀢􀁩􀁾􀀺􀀺􀁖􀀮􀁩􀁧􀁨􀁴􀀠􀁾􀀢􀁣􀁦􀀩􀀠 -I ,. 100,7 4 􀀺􀀭􀁾􀀭􀀢􀀧􀀺􀀮􀀮􀀮􀀮__􀁾􀀽􀀽􀀺􀀽􀁣􀀢􀀧􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽 ,.L [,,,,,in?
#200 Sie,yc 􀁾􀀠1,3 Dec,ant I Maximum = :LO -:'T REl'RESENTATIVE: Bruce J Spracklen , \ . : "j:;"'" ""'prt.'<.t.nl..; r,.nly !.hI;' 􀁭􀀨􀁬􀀮􀁴􀁾􀁲􀁩􀁤􀁳􀀠Ic..t(',d and may Of ntf.y 1,01
􀁦􀀺􀀬􀁾􀀠 rq}l'!!k'IH.1liw. O( id.::.mio:al (,j' Sillli:hl \/\1I\;\rI4!$. TIl;!> ...􀁾􀀠 .l'gll Il(it b,\ repr,:.JLli;.,.J 􀁾􀁸􀁣􀀮􀁲􀀮􀁰􀀡􀀠in ll$. e.nlirel), lAd wi!.h 􀁬􀁨􀁾􀀠 :XP[':H
W(1n1!1\ fO.:rmlillion of QT'£. 1M.. 
1/97 ,..... ® L'ESCRIPiiON -:. -.:! :":::;'.15 􀀮􀁾􀁊􀁬􀁭􀁩􀁸􀀨􀁌􀀻􀁲􀁬􀀻􀀠lS a :iqdd sotlJ. ':'. 􀁾􀀠 :,'.: 􀁾􀀬􀁲􀀧􀁜􀀮􀀧􀀻􀁂􀁦􀁈􀀺􀀠;:.ted Cigar-Ie r.1a!e:ia!s. It • 􀁾􀀡􀁩􀁴􀀠 ::;;:.:J
-rCfl":ulatBd !.!"'!d rrar·w 􀀧􀁾􀁣􀁴􀀺􀁊􀁲􀀹􀁤􀀠 :;:'.,:;.:'. 􀁴􀀡􀁣􀁾􀀺􀀧􀁪􀀠 "J:: C(Ovlde stable and pO'e• : or.:,: 􀁩􀁾􀀠 􀁾􀁬􀁲􀀠 􀀬􀀺􀁏􀁾􀁴􂂬􀁬􀀡􀀱􀀡􀀤􀀠 ii' COflc:ete. wia 􀁾􀀠􀀭􀁾􀀺􀁔􀀧􀀱􀀠
􀁾􀁾􀁉􀁦􀀠 oubbls SPJf!Cir.g 􀁛􀁨􀁲􀁃􀁬􀀬􀀻􀁧􀁮􀁯􀁬􀀮􀀮􀀻􀁾􀀠 .,0: 􀀺􀀭􀀾􀀺􀀺􀁮􀀻􀀺􀁊􀁾􀁈􀀺􀀠 rr,alrlx. .. '::: ::':}... 􀀧􀁾􀀬􀀠 ,i)eEH$ tne. requlrene."'I:!l c/-: .: T'.' C-.2tiO 'Of
.3Jf 􀁾 Nfaining a=:miX!I..JnlS 􀀮􀁾􀀠􀁾􀀠􀀧􀀮􀁾􀀻􀀻􀀠􀀺􀀢􀁓􀁈􀁔􀀺􀀩􀁦􀀮􀀮􀁾􀀮􀀱􀀵􀀴􀀠 ., QDI..ICA TlONS :. T·;::••.:.,c,I.':,.1S C3:i be used w,"')p.never air 􀀻􀀾􀀮􀀬􀁾􀀠"t,?.;! r)cncre!e
is 􀁤􀁥􀁳􀁩􀁾􀁥􀁤􀀮􀀠Ready 􀁾􀀮􀀮􀀮􀀮􀀠 ;--[;:0,$\ a!id biock 􀁰􀁲􀁯􀁤􀁾􀁣􀁡􀁲􀁳􀀠C!QI"J :. 􀀲􀀺􀁲􀀢􀁴􀁩􀁖􀁾􀀠cmimwll entrained air con. 􀀧􀁾􀀮􀀬􀀠·:5 e'-.!en where ha:sh mi:--es 􀁡􀀨􀁾􀀠l,.;SeO
.:<550 is added m the 11\ix. "C;\.'ANTAGES ,:n:ra;""manf 1$ recognizer) 3S \l"le --: 􀁾􀀮􀀺􀀠 sfi.:;..;:i"vl$ pravenrion. agRinst 􀁃􀁜􀀩􀁐􀁾􀀠 􀁾􀀮􀀭􀀺􀀮􀁉􀀺􀀧􀀷􀀠 '>:8.:1r,g in eXPQsed
9nlliron:119:'ts. , .:;""," 􀀺􀀺􀁜􀁩􀁾􀁾􀁥􀁤􀀠concreto da!lvers pamc\).:.' :':;0;'$fits In !he form of inCn:HUHad 􀀺􀀮􀀾􀀺􀀺􀁾􀀬􀀺􀁲􀀧􀀲􀁲􀁅􀀾􀀠 􀁤􀁾􀁊􀁲􀁡􀁴􀁜􀁬􀁬􀁩􀀱􀁹􀀮􀀠This is important
in 􀀭􀁾􀀠,::.?r·: irtl3.leS wr,ere trost and freeze, , ;., /i 􀀺􀀺􀁾􀀧􀀺􀀺􀁉􀀧􀀿􀀺􀀧􀀺􀀠c;!n cause scaling and danl:, ,,c' '(. :lj:= :;oncrele Gwrface, -' 􀁾􀁜􀀭􀂷􀀡􀀮􀁲􀀼􀁬􀀻􀀢􀁩􀁮􀀹􀀠
􀁡􀁾􀁥􀁲􀀺􀁲􀁳􀀠 help ,0 prevenl :': 3,"r ';;; by crl?2.tlng (l'iillions of 􀀨􀁮􀁩􀁣􀁲􀁾􀂷􀀠 ;, .:-::-;:":; aIr '1oiCls,ai;cwingwater trapped In --􀁾 :-:"",::re'e 􀁴􀁏􀁥􀀮􀀨􀁰􀁡􀁦􀁩􀁤􀀧􀁻􀁬􀁨􀁥􀀨􀁬􀁾
􀁮􀁥􀁃􀁏􀁮􀁃􀀨􀁥􀁴􀁥􀀠 ,. t;:., ::':."5, In:)s pre"J6:ntingcf3CK$ caused by · ..:: 􀀭􀀬􀁲􀁾􀀠 expansiCI·1. Entrailied air voids i.'"I .-􀀮􀁾􀀻􀀭 (;:,;;::reI8 will also increase dluaDiliry
in "«', ii-E;>n'::rClnmonlS where concrete IS ': ,': 􀀺􀀻􀀻􀁾􀁏􀀠10 de:c,ng salls. marii1ssa:rs and 􀁾􀀮􀁟􀀠:,J:C<i 􀀺􀀻􀀧􀁾􀀠􀂷􀂷􀀢􀀬􀀭􀀺􀀿􀁾􀁬􀁪􀁩􀁬􀁴􀀱􀀠 a..i:i placaability are also
im:':'0,Et{1 Qy th-e lubricating aotion Of the ," 􀀺􀁾􀀧􀁾􀁾􀀤􀀨􀀩􀁣􀁰􀁩􀁣􀀠 bubbleS In the concrete. :::'f:;ro,;te Will flOw belter, and blesding 􀀺􀀢􀁾􀀧􀁩􀀠;-:rinJo.age wi:1 be reduced
beC2V$I1 :.::-;:.::. J. ,119f is needed looblain the ceslred .·.:.'·'··sDili:;;. Air £ntmlnlng Admixture 'r i TOVSE I DOSAGe . 􀁁􀁤􀁤􀁬􀁔􀁬􀀧􀁾􀁩􀀧􀁬􀀠􀁲􀁡􀁴􀁾􀁳 v;II:lvary daj.'lflfn:;Jingon
rhB a.' conter.1 ('9(;;;lrI10 fo:-a p:micular proiec;, TyoicaUy 3ir cor.IG!',lS'.vii! be 􀀤􀁏􀁾􀁃􀁤􀁾􀁥􀁤􀁩􀁦􀁬􀀻􀁴􀁬􀁥􀀠 (3')ge of 4 loB percent bY' volume. 􀁏􀁻􀀡􀀧􀁾􀀨􀀠 tecto!"!)
'.1'1£1: m3y affect the amOGm of air 9'iltliiflf.(J i')lr; l"€ 􀀨􀀻􀁏􀁲􀁣􀁲􀁥􀁾􀁬􀁮􀁣􀁬􀁵􀁤􀁥􀀬 butt!.:"C NUir..iied I:). 􀁣􂂬􀁭􀁥􀀻􀁲􀁴􀁾􀁣􀁭􀁥􀁲􀀮􀁾􀁡􀁲􀀬􀁤􀁴􀁹􀁯􀁯􀀬 sand gfadahon.18J"'11.:.).erat
tJre Oir.dw(lte.rconter.t 􀁓􀁪􀁫􀁥􀀬􀁡􀁾􀀧􀁣􀁃􀀺􀀻􀀧􀁭􀁥􀁮􀁤􀁳􀀠that I!lID f'i".:xes bB !estB(j 􀁷􀁊􀁾􀁾􀁮􂂬􀀧􀁊􀁈􀀠f:13.:eria! or any other char.{]f!s are 􀁭􀁡􀁾􀁨􀁾􀀠􀀡􀁾􀁡􀁬􀀠may
aHec1 the amount Of 􀁾􀁎􀁮􀀻􀀺􀀮􀀮􀁩􀁮􀁥􀂷􀁤􀀠ail'. Dosage !.tlles for Sika AEA.·15 will tYPIcally fell 􀁢􀁾􀁊􀀺􀁷􀁥􀁳􀁮􀀠1/4 and 1;1. oz. 11 00 􀀺􀁢􀁾􀀮􀀠 (16 􀁾􀀠65 rrd/100 kg) of
􀁣􀁥􀁭􀁾􀁮􀀨􀀠􀁴􀁾􀀠,enlra,:: bCiV4een 4 and 6 pGrCarH au. ,r!lgher,a.1: contents may I)e Ob!f!ln9d by IncH;!<3slrg the 􀁤􀁇􀁳􀁡􀁧􀁾􀀠rate. Combination with other admixtures, particu:aflY'water
f edl"lce(s p,r.d 􀁲􀁥􀁬􀁡􀁲􀁾􀁦􀁳􀀬 Y.'I,ll ter.Qto inCfaaSi; the emountof enlramed air In {!ie mix, 􀀴􀁩􀁲􀁣􀁯􀁮􀁬􀁥􀁮􀁉􀀵􀁳􀁾􀁋􀀺􀁵􀁬􀁤􀀠be checked v.1fh:an ai r􀁾􀁭􀁾􀁬􀀢􀁬 ;9.h(l;r
ba1.Gmr.g 9J)<J {fO'Sa.ge ao;ustments made at 􀁴􀁬􀀱􀁾􀀠cencraTe plant MIXING . Measure the. mquireo (jiJao:.hy 􀁾􀁥􀀨􀀠batcn 􀁭􀁡􀁮􀁵􀁾􀁕􀁹􀀠')f ... :ith automatlc: 􀁤􀁦􀁓􀁰􀁥􀁴􀀱􀁾􀁥􀁦􀀠
oqulpr1an;. Mo SiKa AEA-15 to mi,."lQ Waler or sand. Do nol rYHX With dry cemGi11. WllltilU$1l0inDOmbir)a110nVrl!ho/t)e!" &(Jrnixt.;:es. .:afC IT,l,I$( De :a!<er-, :c :;ispe:-,se 􀁥􀁡􀁣􀁬􀁾􀁡􀀺􀀺􀀺􀀺
􀁭􀁩􀁸􀀺􀀺􀀮􀀻􀁲􀁣􀀺􀀠􀀻􀀮􀁥􀁄􀀮􀀻􀁩􀀨􀀮􀀿􀀧􀀮􀁾􀀸􀁩􀁹􀀠1:11.(: tr:e' ;r:!x. PACKAGING SllcaAEA, 15 is 􀁓􀁓􀁊􀁏􀁲􀀻􀀡􀁉􀁂􀀨􀁾􀀠in S5 galion (2C'S j;:e r ) O;li:rS BPO OoJ;k dc.li'/t'::(j
STORAGEANIJSHELI'LIFE S; ... .fI AEA-􀁾􀀠5 􀀵􀁨􀁃􀁬􀁾􀁉􀀬􀁪􀀠􀁢􀁾􀀠􀁾􀀮􀀻􀁋.. :·B{I ;j.f. 􀁂􀀬􀁩􀀩􀀺􀀩􀀮􀁾􀀱􀀤􀀠 :j5°F (2o:>C), I: froze'), ih;:,w 􀀺􀀢􀁾􀀢􀀧􀁬􀁉􀀺􀁪􀀠 􀁾􀁨􀁯􀁲􀁶􀀬􀁽􀁧􀁨􀁬􀁹􀀠ie-􀁲􀁥
􀁴􀁩􀀩􀁾􀀺􀀬􀀩􀀠 iO ils !'It'r;r.al !I:ate 􀁢􀁥􀁾􀁯􀀺􀁣􀁵􀁳􀁥􀀬􀀠 Shelf :de w.'1en 􀁇􀁾􀁯􀀨􀁥􀁤􀀠ir\ er'J V;afenQu,se cor.dHlons be!'Neefl 50"'Fand SOF \ 1tJ"C .. 2i"<>C)i::; 1 yearminif'i"'um
CAUTION Ski!'1 ,£u)d eYI;1 init.:n!; avcid ccntac:. The IJse of NIOSH/MSH.!\ zPPfOved rCSPlfait";r. safety g(:QOles 8nd 􀁲􀁾􀁢􀁢􀁥􀁲􀀠􀁧􀀡􀁣􀁶􀁥􀁾􀀠is 􀁲􀀭􀀽􀁣􀁾􀀠 r;:1,rr;endeCI.Avord
t:real)'\ing product 􀁵􀁳􀀬􀁾􀂷􀀠 ·../ith :3deql'ale venli!alior·. Re!":'"'!C<+fe ::cn· tami naleo 􀁣􀁫􀀮􀀧􀁾􀁪􀁾􀁩􀁲􀀡􀁧􀀮􀀠 FIRST AID Wash :;xul witn SQap ar:d 􀁶􀁾􀀭􀀭􀁡􀀺􀁾􀀨􀀠 In
case cf eye cor-tact. !!vs!"! wi:b '.Y(\(l;'H fel 15 'T1inutas: C0'11acl;;l phyz;jl;ian. 􀁖􀁙􀀢􀀮􀁢􀁬􀁾􀁃􀁬􀁬􀀩􀁉􀁉􀀭 .. 1/'9 betore 􀁾􀁥􀀧􀀠usc;, CLEAN UP Contain 􀁡􀁾􀁤􀀠collect collect
vmh acsoroen; 􀁾􀁮􀀧􀀠 tenaJ. Dispose of i.') accordance '.... 1:,11 local, 51ale andfGdsral rsgulalJor:s, A FOR, $!I,K A J1/!/l '5 COLOR 􀁃􀁾􀀲􀁓􀀰􀀠Air Entraining Admixtures BrOwn
SPECIFIC GRAVIITg/ml pH >6 CHLORIDeS % 
1/97 Water J'1edudng Admixture (Type A) :;E.<'CniPT/ON .. 􀁦􀀻􀁾􀀺􀀺􀀭􀀮􀁇􀁥􀀧􀁡􀀠􀁾􀁩􀀩􀁬􀀠!$8 pC!ymM·ry'peW.:1tsl· 􀀭􀀭􀀺􀀮􀀺􀀻􀁾􀀬􀀺􀁩􀁲􀀬􀀬􀀻􀀻􀀠 􀁾􀀧􀀬􀀭􀀺􀁭􀀻􀁘􀁬􀀧􀀮􀁊􀁲􀁥􀀠 PIE!s!ocrE:18
􀁾􀀶􀀧􀀠 .. ;j,-.:: '-c· c..-dc,ridl2s -; 􀁾􀂷􀀧􀀮􀀺􀀧􀂷􀀺􀀻􀁲􀀶􀀠re 161 􀁾􀀱􀁇􀀧􀁡􀁴􀀺􀀩􀀠the requirnrnenls .. ':',::"'.i 2·..\.94 􀁲􀁹􀁰􀁥􀁁􀀡􀀽􀁉􀁬􀀱􀁤􀁁􀀶􀀬􀁓􀁈􀁲􀁏􀁍􀁾􀁧􀀴􀀠 . 􀀺􀀬􀀧􀁾􀀠
.; : ..;"'i-'!.!CA nONS ....􀀺􀀮􀁾􀀬􀀠-,: 􀀬􀀺􀁾􀀮􀀺􀀺􀀺􀀻􀀺􀀺􀀠 1a, ,5 􀁾􀁥􀁣􀁯􀁭􀁲􀀮􀁮􀀳􀁮􀁤􀁥􀁤 for use 􀀻􀀬􀀺􀀺􀀺􀀺􀀱􀀱􀀧􀁾􀀳􀁴􀁩􀁯􀁭􀀺􀀺􀀻􀀠 where high Qu;:.lity · ... ·'';:'E·
􀁾􀁉􀀮􀀧􀀺􀁴􀁨􀀠 􀁓􀁌􀀮􀁰􀁾􀁲􀁪􀁯􀁲􀀠workability an(1 􀀺􀁾􀀺􀀠 -;8:[iI1;) times IS fequited. 􀀬􀀺􀀮􀀮􀁲􀁏􀁾􀂷􀀺􀀬􀀮􀀧􀀠 fT WORKS ': "!:;;>:::,'=!E: 161 water reducing admiX.,'--:",:"',',oes
ar. economical and highly . c :r.c.::.ns or jeducing the amour\t \, '\J ' ..",'cJer 􀁮􀁾􀁱􀁵􀁩􀁲􀁴􀁤􀀠to pwc1uoe con• 􀀧􀁾􀀺􀁯􀀺􀀺􀀮􀀠 (' 3. c.ar\;\in slump by acting as 8',' 􀀧􀀺􀂷􀀺􀂷􀀬􀁾􀂷􀁓􀀲􀀢􀀭
􀀺􀀻􀀠 Tnf I,r,o?, carr,em P;:Ut.iCI8G i:l -'-:: '-,':<' -,', 􀁾􀀢􀁾􀀻􀀻􀀢􀀠 thi:; dispersing action mOre of . -􀁾􀀠.-::.:::ce area of the cement particles :: 􀁾..':'::' .5.0ie ;cr early
hydration. The mOre · 􀀺􀀢􀀧􀀧􀀺􀀺􀁾􀀧􀀧􀀠 􀀺􀀺􀀺􀀻􀀮􀂷􀁾􀁲􀁴􀁩􀁣􀀺􀁥􀁳􀀠 hydrated by contact . :--,£:: rroixlng watsr, the greater the 􀂷􀀮􀀧􀀧􀀧􀀧􀀭􀀺􀀺􀀧􀁾􂂬􀁓􀁓􀁬􀁜􀀧􀀧􀀶􀀠 strfln';;jlh
of the concrete. A.:,'ANTAGES 􀀧􀁾􀂷􀀮􀁓􀂷􀁃􀁃􀁾􀁴􀁩􀀡􀀠 􀁾􀁥􀀱􀀠IS lormulalsd {IS a TYPQ :,,-:,:;r 'educer 10 allow 7 ' 10% water '... _􀀺􀁾􀀧􀀺􀀭􀁮􀀠afl·j 􀁭􀀮􀀢􀀳􀀻􀁾􀁩􀁭􀁩􀁺􀁥􀀠the
benefits of 􀀬􀀮􀀻􀀮􀀭􀀿􀀬􀀺􀁾􀁻􀁪􀀠 hydialion In both the Ilard.-.' -: 􀀺􀀺􀀮􀁲􀀺􀀨􀁾􀀠 alas/.le Slates. t-:,C,iicrITS .!.. =:e::::Jct-d waler content required to 􀀬􀁾􀁾􀀠􀁾􀀻􀁥􀀧􀁻􀁾􀀠
desired Slump, increases 􀀮􀀧􀀭􀀺􀀬􀁾􀀧􀀺􀁹􀁥􀁳􀁳􀁩􀂷􀀢􀀬􀁥􀀠 ancl flexural strengths 􀁾􀀻􀀺􀁊􀀠􀁾􀁩􀁬􀁣􀁷􀁳􀀠trll3 USE! of more 􀁥􀁣􀁯􀁮􀁯􀁭􀁩􀁾􀀠 .: :::: i"!1i:(eS ... 􀁾􀀠 􀁾􀀮􀀠
􀀢􀁾􀁾􀀧􀁾􀀰􀀧􀀯􀀸􀁤􀀠 paste qU-9.lity makes con· . ''':C'.':: 􀀭􀀺􀁡􀁾􀀻􀁥􀁲􀀠to pump and finish. ..... Cor.sia\t;!IlL normal ssning 􀁉􀁉􀁭􀁾􀁳 lhfOl)gh, o'-.i\:he 􀁲􀁥􀁣􀁯􀁭􀁭􀁇􀁾􀁤􀁣􀁇
acsaQ8 . .L Lowe! 􀁖􀁊􀁾􀁬􀁴􀁥􀁲􀀠 ceme!1t 􀁲􀀸􀀡􀁬􀁯􀁾􀀠 provide decre2.se!j permeability and Ir.creased durability. Combination with othor Admlxturo., PlaGtccrQt9 , 6' wcrk.s effectively
as a. single 􀁥􀁤􀁭􀁩􀀺􀁤􀁵􀁦􀀡􀁾􀀠or In combination wit!"! other 􀀲􀀮􀁤􀁬􀂷􀁾􀀧􀀱􀁩􀀻􀁯􀀺􀀡􀀠J(8S in t!1eSikaSysrern. W!1en ai( 􀁥􀁮􀁜􀀨􀁡􀁩􀁲􀁾􀁥􀀨􀁪􀀠concrete is specified, Sika 􀀨􀁥􀁣􀁲􀀻􀁮􀁾􀁭􀁥
􀁮􀁤􀀺􀁪􀀠􀁴􀁨􀁾􀁊􀀠USE"! 􀁯􀁾􀀠Sika air en(raining agents. DOSAGE Adtji(ion ratflS 01 3 -6 II. oz../l 00 Ibs. (195 , 390 mi/1GO kg) of cement are recom' mended for general concrete
applioations where normal setting chi:lfCl,Cleristics are desired. MIXING Plastocret8 \ 61 IS added allhs concrete plan.t. MeasureruquiredquantilY manually or by aulomateo dispenser.
Add into the sand althe weigl1 hoppefor into the 􀁷􀁡􀁾􀀸􀁲􀀠 line at the botCh plaOi. When used In ccmbination with othB( admixture5. 􀁣􀁾􀀨􀁥 n'luSI be taken to dispenSE! eachadmixtIJrersparats1y
in(o Ihe mix. Do not mix \'lith ')ry l;amant PACKAGING 􀁐􀀡􀁡􀁾􀁬􀁉􀁯􀁣􀁾􀁥􀁜􀁥􀀠1611s ::;upplied Ln 55 '18'1;)11 (2081iler) (jrurr.s a!ld butk delivery.' STORAGE AND SHELF-LIFE PlaS10crete
􀁾􀀠61 sbuull'l be S\O(Bd 􀁾􀀺􀁴􀁬􀀠abo\,,= 􀀺􀀳􀀵􀁾􀁆􀀠(2 cC). II frozen, \!l..􀁾􀁷􀀠and 8git.?:e :1"1(ji"OUghly 10 􀀡􀀢􀁾􀁜􀁻􀀩􀁦􀀺􀀧􀀱􀀱􀀰􀀠r10l'nlrli state before USfl. :,111;11
life 􀁗􀀩􀀧􀁬􀁥􀁦􀁾􀂷􀀠stored in \1ry warer.ows;: conditior,s 1)l?rween 5C"F and SGar-(' ace, 􀀲􀀷􀁾􀁃􀀩􀀠is anI;! year" rninir.l!Jm. CAUTION Skin and eyBirritant; avoidcon\aol. The
􀁴􀁊􀁾􀁥􀀠 01 NIOSH/IvISHA approved respirator. safery goggles and r"ubber gloves is rer;· 􀁯􀁭􀁮􀀱􀁥􀁮􀁾􀁩􀁥􀁤􀀮􀀠Avoid breathing product. US9 with 􀁡􀁤􀁾􀁱􀁵􀁡􀁴􀀢􀀠venlilation. Rcrr.ove
cor.· taminated clothing. FIRST AID Wasl1 skir, with soap andwe,ler. In Gase of eye conlact, fluSh witn wate( for 􀀱􀀵􀁭􀁩􀁮􀁬􀁊􀁛􀀹􀁾􀀻􀀠 contact a physician. WaSh c:o\ning I)efore
re·use. CLEAN UP Contain and collect with absorbenl material. Dispose olin accordance with 10eaJ. state and federal !egulations. -. TVPICAL t I COLOR Brown pH >8 CHLORIDES % <0. , 
Plastin1ent 1197 Water Reducing and Retarding Admixture (Types B & 0) ® /)£5 CFiJPTlON 􀁜􀁾􀀢􀂷􀀮􀀢􀀢􀂷􀁾􀁲􀀬􀀻􀀠 It:; is \\s:er·redlJcing and !"e 􀁾􀀠·:.:rr; .. ture Pias:jrr:en: comains
. 􀁾􀀠,>.::"" 􀀨􀀮􀀺􀁉􀀺􀁃􀀧􀂷􀂷􀀻􀁣􀀻􀁾􀀠0: 􀁡􀁾􀀧􀁬􀁹􀀠􀁃􀂷􀁕􀀧􀀺􀁾􀁲􀀠Ir,tt!fI 􀁾􀀺􀀠 I 􀀻􀀺􀀺􀀻􀀺􀀮􀀻􂂬􀀮􀁾􀁩􀀠..􀁾􀀧􀁩􀁩􀁯􀁲􀁩􀁣􀁥􀁾􀀮􀀠 \:: -;;;-,-'":"",68'S "he requirements of
.," ,t::;'::' Type:; a B:-P) D􀁡􀁦􀁾􀁤 AASHTQ 􀀮􀀾􀁾􀀠 -.C8:: a s:n:.;:;). ;, ,,','UC); TlONS :.. 􀁾􀀻􀀠" ••'-:!"",: is 􀂷􀁾􀁣􀁯􀁲􀀮􀀺􀀡􀀧􀁩􀁥􀁲􀀮􀀮􀁪􀁥􀁤􀀠ton...-sewl"'er., 􀁾􀁩􀀧􀀺􀀠
::.)",c.:ilt'j CQre"ete witn precict.=.': 􀀭􀁾􀀠 􀁾􀀬􀀻..:! ':'(:'(1::-0:1$(.' set ti(r:es is 􀁤􀁥􀁳􀁩􀁲􀁡􀁾􀀢􀀡􀀬􀀠 '.:: _.' ,::I·,'!crl<. l:!/';C' 􀁲􀁣􀁾􀁪􀁬􀁯􀁮􀁴􀁬􀁬􀁬􀀠or 􀁖􀁥􀀡􀁾􀁩􀁃􀀳􀀱􀀠
";::",,. 􀀺􀀩􀁉􀁡􀁣􀁥􀁲􀀺􀁪􀁥􀁮􀁾􀁴􀀠'."here 3 superic( -;,: -:. 􀁦􀀺􀁾􀀭􀁉􀁾􀁾􀁬􀀺􀀠 is 􀀺􀁬􀀡􀀡􀁱􀀱􀀮􀀮􀁬􀁉􀁲􀁾􀁬􀀱􀀮􀀠 " :;,y,.:l),,!fAGE'S :::" (;r.: :3. n!gnly ertBclive Iii hot
"'";;':" 􀀺􀀺􀀻􀀺􀁾􀀧􀀺􀀺􀁩􀁥􀀺􀁲􀁮􀁑􀀠:0 􀁯􀁈􀁾􀁥􀀡􀀠tllB acceJ. '.' ,-,;: 􀀮􀀻􀀮􀁾􀁴􀀿􀀿􀀭􀁃􀁬􀁳􀁯􀁴􀀠h;G:1.aml)i&nt lempera':.' I.': ::or\lr!)I.'ing 􀁾􀁨􀁥􀀠hatH of 􀁨􀁹􀁤􀁲􀀮􀀸􀁾􀀠
􀀺􀁾􀂷􀀮􀀬􀀺􀀬􀁮􀀬􀀺􀁲􂂬􀀡􀁴􀁾􀀠 wO(kabliity is. enhanced ".:: 􀀺􀂷􀀬􀀬􀀺􀀮􀀮􀁾􀁥􀁲􀀠 r:r surface finishisob1ajl,ed. ':r;,";,":PfTS :.. ., ... ·,,:O•.􀁾􀁦􀀮􀀠 COl"irXetB pouJ'& 􀁰􀁪􀁡􀁳􀁾􀁴􀁭􀁥􀁮􀁴􀀠
. -. 􀁾􀀢􀀺􀀩􀀱􀀵􀀠l.::n',:)er BII.i:·e rise anoredI,lCB-i) . 􀀺􀀺􀀬􀁾􀀠 cf 􀁮􀀩􀁥􀀢􀀺􀁾􀀱􀁡􀁬􀀠cracking, , ,;, Gel i;n1es are delayed, allowing : :.' i:.roPt2.f 􀁾􀀱􀀺􀀻􀁵􀁾􀁥􀁭􀁥􀁍􀀠a0d
finis!).; .',':lnOv\ 􀀨􀁾􀁑􀁬􀀨􀁪􀀠joints 􀁩􀁬􀁾􀀠 hOI woalhei .... ,-c.;l:::.;r,·:;, :, :: ,': 􀀺􀁩􀀭􀀧􀀻􀁾􀁾􀁴􀀬􀁾􀀠,r,cre<=.ses concrete der\9ity 􀁾􀁾..::, 'Je;:",';fs Increased early
and ulli"-􀀺􀀡􀀺􀁾􀀠 􀀨􀀢􀁾􀀨􀀮􀀧􀁭􀁰􀁲􀁂􀁳􀁳􀁩􀁜􀁬􀁥􀀠 and tJexur(lt -􀀢􀁬􀁾􀁾􀀧􀀻􀁾􀀺􀀢􀁓􀀠 ... Fer 􀁦􀀡􀁡􀀡􀁷􀁏􀁦􀁾􀀠 􀁡􀀻􀀺􀀬􀀻􀁯􀁢􀁣􀁡􀁾􀁉􀀱􀀺􀁽􀁲􀁉􀁳􀀠 Plashrner,t ac,s as a 􀀺􀁈􀀧􀁦􀁬􀁳􀁢􀀺􀀧�
�􀁾􀀠ald. workahiiity is improved. bleeding is c".,!rolled and o! $;,;P&tiOf B .... d.;.cf! 􀁬􀁩􀁮􀁩􀁓􀁉􀁾􀀠is 􀁯􀁢􀁻􀁡􀁩􀁲􀀮􀁾􀁤. A. lower wei;:;r {·e;e;r,ent ra!ios provldo decreased
.cermeat"i'liy and Increased dU!"3t:i!!tY . Comblnatior, with other Admixtures: P!as:irneli{ WOfk$ eftei):ively as ;;I Si:igli1 af.1(l'lixtU(B or iii (.or;iCinatit)n ' ....;{t) ot'lf'(
ajmil<tu!"I?s b the Sika. Systerr, , 􀁲􀁯􀁕􀁾􀁅􀀠 DOSAGE Addition rates 01 2 -<I: fL Ol,/iOO lbs. (130-260 mV'CO kg) cemeo, are recommended fer general con.::! ete applications, Where
􀁥􀁸􀁴􀁥􀁛􀀩􀁡􀁾􀁤􀀠 retardation is reQuireO dOSage 􀁾􀀧􀁡􀁹 oe increased Pleas. contact your loca: Sika Representative for Informaticll and aSSistance. MIXING Add P!aStlniE,r'! ..l!
􀁾􀁨􀁳􀀠 :)I)M;ret€! plar.L Measure requiret; QuantIty manually or by automalefj disoenSE::f, Add into Ihe sand at !he" weinn t1oppe: or lfHO Ih'e waier line B! the 􀁢􀁡􀁴􀁾􀁨􀀠ptam.
When used in 􀁾􀀺􀀻􀁡􀁮􀁴􀀩􀁬􀁮􀁡􀁬􀁩􀁯􀁮􀀠 with other admixtures, Gar!; must hI!: taken to dis, pense each admixture separately into lhe mIx. Do :jot mix with dry cement ; '" t I OR
PLI,lS TIMENT -' i, PACKAGING PlaShf!)$.'i! is "l,lOOlilW ;:, 55 Q8ilon Q8ilon 􀀨􀀺􀀻􀁏􀁾􀂷􀀠 Ijier) 􀁤􀁲􀀧􀁊􀁭􀁾􀀠and blJlk 􀁤􀁾􀁬􀁩􀁶􀁩􀀡􀁬􀁲􀁙􀀮􀀠 STORAGEANDSHf!l/,-LIFE Plasilme:J1
shcvtd be G(Of8d 􀁡􀁾􀀠 􀀻􀀩􀁬􀁢􀁴􀁩􀁶􀁾.. 􀀳􀀰􀁾􀁆􀀠􀀨􀀮􀀺􀁾􀁃􀀩􀀠 It frozen, thGW a::d agita:1? ;:'1(;fowgr.fy IQ (etl.:ffl 􀁾􀁯􀀠 ."lorm::l: &!a:i1' 􀁢􀁇􀁉􀀨􀀺􀁲􀁾􀀠􀁬􀁊􀀭􀀤􀁾􀀠 􀁓􀁨􀁾􀁽􀀠􀀧􀁩􀁦􀁾
􀀠when 􀁇􀁩􀀨􀁬􀁲􀁾􀁈􀀬􀁩􀀠in dry 􀁷􀁡􀁾􀁯􀁨􀁯􀁲􀀢􀁳􀁥􀀠 c(;r,iiti(l'lS 􀁢􀁥􀁲􀁊􀁬􀁥􀁾􀁲􀀬􀀠50"f:' <if'\li SO°F (1 􀁇􀁾􀁃􀀢􀀠 􀀲􀀷􀁾􀁃􀀩􀀠is ona yea:-rr:ir.!m'..HTI. , CAUTION SKin and
sye ifri:cant; aVOid ccr:\acL 'fhe 􀁜􀀻􀁓􀁾􀀠ot N!OSHIM$H)l 􀁾􀁰􀁰􀁲􀁣􀁶􀁥􀀺􀁪􀀠les;::j:3tor, salflty goggles tlr,d fuboer gloves ,$ re"comrrtQndeo. Avoid breathil1g prOduct Use ·.".'lth
adequ;J!e vGntllaHor;, Remove contaminated 􀁣􀁦􀁯􀁾􀁨􀁬􀁮􀁑􀀬􀀠 FIRSTAID Wash skin 'NUh soap ar.C: water, !:j 􀁣􀁡􀁅􀂷􀁾􀀠 of eYG contact. ftvsh wltti wale( fcr 1 f. iTIirH"Hl:!':S;
cor.iacta physician. Wash cf,)th· ing 􀁢􀁑􀁾􀁯􀀨􀁥􀀠fe-use. OLEANUP Contain 􀁡􀁮􀁤􀁣􀁯􀀡􀁬􀁥􀁣􀁾􀁷􀁩􀁴􀁨􀀤􀀮􀁢􀀤􀁯􀀨􀁢􀁥􀁮􀀡􀁭􀁡􀁬􀁬􀀿􀀧􀂭 rial. DiSCOll!! 􀁯􀁯􀁾􀀠in accorda'nce WItt)
􀁾􀁃􀀻􀁃􀀻􀀻􀁩􀀠 􀁾􀀺􀁡􀁴􀁥􀀠Bt'ld feoera! reguk4.tli)l i$ ASTI.I CERTIFICil m;/N ASTM C-49lTypes Bano D COLOR YollowlGrgen SPEiCIFIC GnA I'ITY gfml 1,18 pU >8 CULORIDES % ",0.1 
i SUBMITTAL DATA JOB: l\.rapaho Rd. Improvements Phase II LOCATION: Addison, Tx. ENGINEER: Grantham, Burge, & Waldbauer, Inc. ARCHITECT: ,.. CONTRACTOR: Texas-sterling Construction .;
.. BRANCH: NRH W&S (#7734) DATE: 18 March 2002 , \ 􀁾􀀢􀀠 '" THE QUALITY DISTRIBUTOR WITH SUPERIOR SERVICE .-;: 
Ultra-Blue ClOD AWWA C909 PC 150 PVC (MO) Pressure Pipe Molecular Oriented for High Strength and Superior Performance @uponor Uponor ETI 
®oponor Ultra-Blue™ ClOD Molecularly Oriented PVC Pressure Pipe Short Form Specification Pressure Class 150 psi -AWWA C-909 Scope This specification outlines the requirements for Molecular
Oriented Polyvinyl Chloride (PVCO) pipe for potable water systems and other pressure pipe application, and is manufactured to meet or exceed the requirements of AWWA C909. When used
for potable water systems, the pipe shall meet the National Sanitation Foundation Standard No. 61. Material Ultra-BlueTM shall be manufactured from Rigid Poly (Vinyl Chloride) compound,
with a cell classification of 12454-B in conformance with ASTM D1784. The gasketed joint system shall conform to ASTM D3139. Classification PVCO pipe will be made from standard PVC plastic
pipe, starting stock having a Hydrostatic Design Basis (HDB) of 4000 psi. The finished PVCO pipe shall have an HDB of 7100 psi. . Pipe Ultra-Blue'" shall be manufactured with ductile
pipe O.D.'s in all sizes. Refer to Table 1 for dimensions and weights. The pipe shall be joined by means of an integral bell, rubber ring joint conforming to ASTM D3139. Spigot ends
will be chamfered by the manufacturer. Unloading . Normal care should b1 taken during unloading and handling to prevent damage to the pipe. Never roll pipe off the truck. Trench Preparation
Trench depth of PVC pipe should be at least 24 inches or several inches below the frost line, whichever is greater. The trench bottom should be smooth and regular, free of rocks and
all hard objects to allow uniform support of the pipe. Narrow trenches may be used if the trench width is sufficient enough to allow for adequate tamping of 􀁾􀀠the soil around the pipe.
Assembly Inspect bell, gasket and spigot to insure that they are clean and free of dirt or foreign objects. Lubricate the pipe from the spigot to the assembly mark with factory supplied
lubricant. Alig n the spigot with the bell and push together by hand, or with a block and bar, until assemble mark on spigot is aligned with the end of the bell. Radius of Curvature
PVC pipe can be installed with gradual curves by uniformly deflecting the pipe barrel. Minimum radii of curvature are in accordance with Uni-Bell recommendations. Joint Deflection JOints
are designed to permit l' angular deflection without bell distortion. Fittings should be used to effect greater deflections. Thrust Blocking Care should be taken to provide adequate
thrust blocking at all bends, intersections, ends and reductions in accordance with the engineer's recommendations. Standards PVCO Pipe shall conform to the following standards: AWWA
C909 -Stanpard Specification for Molecularly Oriented Polyvinyl Cihloride (PVCO) Pressure Pipe. ASTM D1784 -Standard Specification for Rigid Poly (Vinyl Chloride) (PVC) Compounds and
Chlorinated Poly (Vinyl Chloride) (CPVC) Compounds. ASTM D2241 PERFORMANCE REQUIREMENTSStandard SpeCification for Poly (Vinyl Chloride) (PVC) Pressure Rated Pipe (SDR Series) ASTM D3139
-Standard Specification for Joints for Plastic Pressure Pipes Using Flexible Elastomeric Seals UNI-B-1 RECOMMENDED SPECIFICATION FOR THERMOPLASTIC PIPE JOINTS -Pressure and Non-Pressure
Applications ANSI/NSF STANDARD NO. 61 -Drinking Water System Components -Health Effects UL STANDARD 1285 FM CLASS #1612 Uponor ETI Company • 1600 Stout St., Suite 1710 • Denver, CO 80202.
303-893-1101 
Ultra-Blue™ ClOD MO PVC Pressure Pipe The Sealing System _. 􀁾􀀠gasket sealing system is a combined lip and 􀁾􀁟􀀬􀁮􀁰􀁲􀁥􀁳􀁳􀁩􀁯􀁮􀀠seal. which is retained inside the pipe bell. Having
the seal as an integral part of the pipe eliminates the need to insert gaskets in the field. It makes a tight seal in high or low pressure applications and offers little resistance when
joining pipe lengths together. Backfilling and Testing Backfilling should be done immediately after installing A each length of pipe. Backfill that will lay adjacent to '-.J the pipe
should contain no large rocks. or hard clods. Tamp around and under the pipe to insure adequate soil support. Pipe may be tested at any time after installation. Prior to testing. make
sure the line is properly thrust blocked. Pipe Dimensions and Weights I 􀁾􀀠 p:z:;" ,.'J-..... i T 0.0. 1.0. Bi!ll I I 􀁾􀀠􀁾 TABLE 1 Nom. Pressure Bell 0.0. Barrel Min. Wall Barrel
,Nom. Stop Approx. Pipe Size Class PSI Nom. O.D. Nom. Thickness t 1.0. Nom. Weight ! " Mark v' to, mm 􀁀􀀷􀁾􀁆 in. mm in. mm in. mm in. mm in. mm Ibslft Ib$ljnt I 6 (152) 150' 8.41 (214)
6.90 (175) .209 (5.31) 6.48 (165) 5.75 (146) 2.8 56.0 i 8 (203) 150 10.79 (274) 9.05 (230) .274 (6.96) 8.50 (216) 6.25 (159) 4.8 96.3 ! 10 (254) 150 13.15 (334) 11.10 (282) .336 (8.56)
10.43 (265) 6.75 (171) 7.1 142.0 12 (305) 150 15.50 (394) 13.20 (335) .400 (10.16) 12.40 (315) 7.75 (197) 10.5 209.0 'plus or mmus 114" Local sales representatives in your area @Uponor
ETI Company, More than just pipe uponor 1600 Stout St.. Suite 1710· Denver. CO 80202 303-893-1101· fax 303-893-4131 PLANTS/CUSTOMER SERVICE CENTERS: PLANTS: Buckhannon. WV Columbia.
MO 409·760·2888 602-936-9203 1-800-624-3111 1-800-34Hl053 Conroe. TX 7730 Phoenix. AZ 
23U '\ ! Conlpoct Fittings -350 􀁾 Recommended S;cifications 􀁾 Dimensions and eiehts 􀁾 Application InfOrmation to" Ductile Iron 􀀭􀀭􀀭􀀭􀀭􀀭􀁾􀁛􀁵􀁳􀁁􀁬􀁾􀀭􀀭􀀭􀀭􀀭 Tyler Pipe/Utilities
Division • P.O.Box 2027. Tyler, Texas 75710. (903) 882-5511 Union Foundry Company • P.O.Box 309 • Anniston, Alabama 36202 • (205) 236-7901 
MECHANICAL JOINT C 153 DUCTILE IRON Tyler/Union COMPACT FITTINGS Sizes 3" thru 12" UL Usted For Fire Main Equipment SAMPLE SPECifiCATIONS 3" THRU 24" MECHANICALJOINT DUCTILE IRON FITIINGS
sholl be produced in the USA in accordance with all applicable lerms and provisions of ANSI/AWWA C153/A21.53 and ANS!/AWWA Cl11/A21.11. All Duclile Iron Mechanical Joint IOnly) fiijings
are raled for 350 PSI working pressure, unless otherwise indicated. NOTE: Fittings are cement·lined and seal·cooled in accordance with ANSI!AWWA Cl 04/A21.4; also available double cement·lined
or bore. All coated fitlings meet requirements of NSF·61. See list price sheet for details. JOINT DIMENSIONS IN INCHES BOLTS Size ADio. S COla. oDio. F Die. J Dio. K'Diu. Kl Dia. L M
5 T X Dio. Size No. 3 3.96 2.50 4.84 4.94 4.06 6.19 7.62 7.69 .58 .62 .39 .33 '/.x3 4 4 4.80 2.50 5.92 6.00 4.90 7.50 9.06 9.12 .60 .75 .39 .34 '/. '/.x3'/2 4 6 6.90 2.50 8.02 8.12 7.00
9.50 11.06 11.12 .63 .88 .43 .36 'I. '1",,3'/, 6 8 9.05 2.50 10.17 10.27 9.15 11.75 12.31 13.37 .66 1.00 .45 .38 'I. '/.x3'/' 6 10 11.10 2.50 12.22 12.34 11.20 14.00 15.62 15.62 .70
1.00 .47 .40 'I. '/.x3'/, 8 12 13.20 2.50 14.32 14.44 13.30 16.25 17.88 17.88 .73 1.00 .49 .42 'I. '/.x3'/, 8 14 15.30 3.50 16.40 16.54 15.44 18.75 2031 20.25 .79 1.25 .56 .47 '/. '/",4
10 16 17.40 3.50 18.50 18.64 17.54 21.00 22.56 22.50 .85 1.31 .57 .50 'I. '/.x4 12 18 19.50 3.50 20.60 20.74 19.64 23.25 24.83 24.75 1.00 1.38 .68 .54 'I. ,/.x4 12 2(l 21.60 3.50 22.70
22.84 21.74 25.50 27.08 27.08 1.00 1.44 .69 .57 '/.. '/.x4 14 24 25.80 3.50 26.90 27.04 25.94 30.00 31.58 31.50 1.02 1.56 .75 .61 7/. 'l.x4'/, 16 􀀮􀁾􀀠 ) BENDS t f i 􀀧􀁜􀀯􀁾 i/,A •
\v "'. 􀁔􀁾􀁴􀀠 A -:.r" 90" Bends (1/4) 45° Bends (1/8) 22'/,· Bend. (1/161 11'/,0 (1/32) Dimensions Dimensions Dimensions Dimensions Size T A R Weigh. A R Weight A R Weight A R Weight
3 .34 4.5 4.0 20 2.00 3.62 16 1.50 4.98 15 1.25 7.62 15 4 .35 5.0 4.5 26 2.49 4.81 22 1.82 6.66 21 1.55 10.70 20 6 .37 6.5 6.0 48 3.50 7.25 40 2.59 10.50 37 1.81 13.26 33 8 .39 7.5 7.0
68 4.00 8.44 59 2.85 11.80 51 2.06 15.80 48 10 .41 9.5 9.0 136 5.01 10.88 86 3.35 14.35 67 2.32 18.36 61 12 .43 10.5 10.0 141 5.98 13.25 109 3.86 16.90 90 2.56 20.90 79 14 .51 12.0 11.5
220 5.50 12.06 164 3.93 17.25 148 2.59 21.25 133 16 .52 13.0 12.5 264 5.98 13.25 202 3.98 17.50 179 2.62 21.50 159 18 .59 155 14.0 410 7.50 14.50 325 750 30.19 292 7.50 60.94 320 j '\
20 .60 17.0 15.5 505 8.00 16.88 368 8.50 35.19 364 8.50 71.07 346 24 .62 20.0 18.5 695 9.00 18.12 481 9.00 37.69 481 9.00 76.12 457 Tyle, Pipe!UliIi.ies Division' P.O. Box 2027' Tyler,
T.xos 75710· (903) 882·5511 2 Union Foundry Company' P.O. Sox 309 • Anniston, A1oboma 36202' (256) 236·7601 7·1·7·2000 
MECHANICAL JOINT C 153 DUCTILE IRON Tyler/Union COMPACT FITTINGS Sizes 3" furu 12" Ullisted For Fire Main Equipment BENDS rl!:r---+-..J )R I , .........""""''''''''''''''''1 90° Send
MJ x PE (1/4) Dimensions Size T A Y R Weight 3 .34 4.5 10.0 4.0 20 4 .35 5.0 10.5 4.5 25 6 .37 6.5 12.0 6.0 45 8 .39 7.5 13.0 7.0 65 10 .41 9.5 15.0 9.0 109 12 .43 10.5 16.0 10.0 135
14 .51 12.0 20.0 11.5 220 16 .52 13.0 21.0 12.5 254 24 .62 170 25.0 15.58710 C) ''-''-45° Send MJ x PE 11/8) r 􀁾􀀡􀀠 R i 􀁾􀀠 􀀭􀁾􀀭􀁲 r .1, 􀁾􀁊􀁲􀁌􀁟􀁙􀁾􀀠 {, I 􀁾􀀻􀀧􀁬􀀠Ly-O:, i
22'/,° Bend MJ x PE 11/16) JlT/.O Send MJ x PE 11/321 Dimensions Dimensions A Y R WeightA Y R Weight LSD 7.00 4.98 16 1.25 6.75 7.62 15 1.82 7.32 6.66 20 1.55 7.05 10.70 19 2.58 8.08 13.50 34 1.80 7.30 13.26 32 2.84 8.34 11.80 50 2.05 7.55 15.80 44 3.35 8.85 14.35 66 2.31
7.81 18.36 60 3.86 9.36 16.90 87 2.56 8.06 20.90 76 3.93 11.93 17.25 152 2.59 10.59 21.25 137 3.98 11.98 17.50 181 2.62 10.62 21.50 161 9.00 17.00 37.69 455 9.00 17.00 76.12 475 Dimensions
A 2.0 2.5 3.5 4.0 5.0 6.0 5.5 6.0 7.5 y 7.5 8.0 9.0 9.5 10.5 11.5 13.5 14.0 16.2 .R R 3.62 4.81 7.25 8.44 lO.88 13.25 12.06 13.25 14.69 Weight 17 22 37 56 83 108 165 206 460 r \ 90°
Send MJ x Flange 45° Bend MJ x Flange 22,/.° Bend MJr.x Flange 11'/.. Bend MJ x Flange [1/4J ..t. 11/8) (1/161 11/321 􀁏􀁩􀁭􀁥􀁮􀁳􀁩􀁾􀁳􀀠 Dimensions Dimensions Dimensions Size T A R
F Weight A R F Weight A R F 􀁗􀁥􀁩􀁾􀀧􀀢􀀠 A R F Weight 3 .34 4.5 4.0 5.5 21 4 .35 5.0 4.5 6.5 28 2.50 3.56 4.0 34 1.75 3.81 4.0 34 1.50 5.12 4.0 19 6 .37 6.5 6.0 8.0 46 3.25 5.49 5.0
57 2.25 6.35 5.0 57 1.50 5.12 5.0 30 8 .39 7.5 7.0 9.0 73 4.25 7.93 5.5 83 2.50 7.62 5.5 83 1.75 7.70 5.5 50 10 .41 9.5 9.0 11.0 111 5.00 9.76 6.5 122 3.00 10.16 6.5 122 2.00 1025 6.5
75 12 .43 10.5 10.0 12.0 153 6.0012.19 7.5 159 3.50 12.70 7.5 159 2.25 12.82 7.5 88 14 .51 12.0 11.5 14.0 227 5.5010.85 8.5 207 16 .52 13.0 12.5 15.0 280 6.00 12.02 9.5 290 r--------s
.----􀁾􀀫􀀭􀀺􀀭􀀭􀁬􀀠 . f ""--11 ' , I ' 90· Swivel x Swivel Hydrant Ell ' . i f 0 Dimensions i i " Size T A B C D E E F R 'Weight . ) 6 .37 10.5 15.5 6.90 11.2 6.81 7.98 6.0 69 .􀀭􀀺􀁾􀁾􀀭
Jj 􀀢􀁾􀀭􀀧􀀠 • Weight includes two swivel gJc:mds. Tyler Pi",,/Utilili.. Division -P.O. Box 2027 -Tyl"" Texo, 75710 -19031882·5511 7·17·2000 Union foundry Company -P.O. Box 309' Anniston,
Alabama 36202 -12561236-7601 3 i A 
MECHANICAL JOINT C 153 DUCTILE IRON Tyler/Union COMPACT FmlNGS Sizes 3" Ihru 12" UL Usted For Fire Main Equipment TEES CROSS --r-' I r, -: 􀁾􀁜􀀠 I 1< ..􀁾 . J, \ JI \ : 1 .., I 􀁾 F
-I -F_.--4--I-􀀭􀁈􀁾􀁈􀀭 r-Hr􀁉􀀭􀁈􀁾 t \ ... t 􀁾􀀢􀀧􀁩 ',,;' ,.', .. , J' 􀁾􀁾􀀻􀀭􀀭􀀭􀁾􀀧􀀭􀁲􀀫􀀪􀀠 H H T MJTee MJxFET.. MJ x Swivel Tee T • I \ : 􀁾􀀠 •.1 J, , = ...1=1=. •._,.\
H-.... I>"iIJ ::l l' ;, 􀁾'􀀠"j, Cross Dimensions Size T T' H J' P J' MJ MJxFE MJxst Cross 3 .34 .34 3.5 3.50 5.5 26 28 33 4x3 .35 .34 3.5 4.00 6.5 32 34 40 4 .35 .35 4.0 4.00 6.5 35
38 42 6x3 .37 .34 3.5 5.00 8.0 47 51 6x4 .37 .35 4.0 5.00 8.0 51 54 62 6 .37 .37 5.0 5.00 8.0 10.50 60 68 77 80 8x3 .39 .34 4.0 6.50 90 68 8x4 .39 .35 4.5 6.50 9.0 71 79 84 8x6 .39 .37
5.5 6.50 9.0 11.50 80 86 99 108 8 .39 .39 6.5 6.50 9.0 11.50 90 102 116 115 F--.,.", 10x3 10x4 .41 .41 .34 .35 4.0 4.5 7.50 7.50 11.0 11.0 83 83 89 98 i '.j 10x6 .41 .37 5.5 7.50 11.0
13.00 93 110 119 118 IOx8 .41 .39 6.5 7.50 11.0 13.00 113 115 129 138 10 .41 .41 7.5 7.50 11.0 120 144 155 12x3 .43 .34 4.0 8.75 12.0 100 12x4 .43 .35 4.5 8.75 12.0 104 117 123 12x6
.43 .37 5.5 8.75 12.0 14.25 115 133 138 140 12x8 .43 .39 6.5 8.75 12.0 14.25 123 t 126 149 155 12><10 .43 .41 7.5 8.75 12.0 153 .to 174 187 12 .43 -4 .43 8.75 8.75 12.0 178 198 212 14x6
.51 􀁾􀀠 .44 6.5 10.50 14.0 16.00 183 205 211 210 14x8 .51 .45 7.5 10.50 14.0 206 231 14xlO .51 .46 8.5 10.50 14.0 229 244 255 14x12 .51 .47 9.5 10.50 14.0 235 284 269 14 .51 .51 10.5
10.50 14.0 281 305 299 16x6 .52 .45 6.5 11.50 15.0 17.00 229 239 248 250 16x8 .52 .46 7.5 11.50 15.0 248 260 264 16xl0 .52 .47 8.5 11.50 15.0 265 287 286 16x12 .52 .48 9.5 11.50 15.0
281 312 310 16x14 .52 .51 10.5 11.50 15.0 317 348 16 .52 .52 11.5 11.50 15.0 361 374 410 t Weight, include ,wivel gland NOTICE: Weights published in this catalog are far shipping purposes
only. Adual weights may vary because some fiffings are produced in bath foundries. All fiHings are made in the USA and meet the AWWA standards to which they are designed. Compact Hanged
liffings are made to manufaclurer's standards, incorporating AWWA C153 wall thickness and AWWA Cl10 laying lengths. For weights of specific fiHings, please contact Tyler Pipe or Union
Foundry Compony. Tyler Pipe/Unli'ie, Division' P.O. Box 2027 • Tyler, Te"", 75710 • (9031882·5511 4 Union Foundry Company. P.O. Box 309' Anniston, A1abamo 36202· (256) 236·7601 7·17-2000

MECHANICAL JOINT C153 DUCTILE IRON Tyler/Union COMPACT FlnlNGS Sizes 3" thru 12" UL Listed For Fire Main Equipment \ ,. ) TEES (Continued) I t '1, : Il 􀀢􀀢􀀧􀁾􀀠 J. I "'" 􀁲􀀭􀀭􀁈􀁾􀁾􀀭􀀽r
f I ... MJ X FE Tee Dimensions H J' J2 6.5 12.5 15.5 7.5 12.5 8.5 12.5 9.5 12.5 10.5 12.5 11.5 12.5 12.5 12.5 7.0 14.0 17.0 8.0 14.0 9.0 14.0 10.0 14.0 11.0 14.0 12.0 14.0 13.0 14.0
1.4.0 14.0 7.0 16.0 19.0 8.0 16.0 9.0 16.0 10.0 16.0 11.0 16.0 12.0 16.0 13.0 16.0 15.0 17.0 17.0 17.0 MJ x FE Flange Dimensions are on Page 6 t ! : 􀁾􀀠 !'" J. I --H ( 􀁊􀀭􀁾􀀭􀀭􀀭􀀧􀀭􀀭􀀭􀀭􀀭􀀭
I ' .f' li J. I I H T 􀁾I __ •• , . " ; ; 􀁾􀀺􀀺􀁾 J, H H T 􀀢􀀠 MJ " Swivel Tee Weight. J' MJ MJxFf tMJxS 18.0 275 261 278 280 351 286 370 415 445 490 19.5 335 362 358 383 410 432 475
530 560 605 21.5 448 451 461 475 516 549 580 , 585 ... 625 744 675 740 947 t Weights include swivet gland. MJ x PE " MJ Tee MJGLANDS q J? Gland. Size Weight Size Weight 3 3 12 12 4 4
14 16 6 6 16 20 8 8 18 25 10 11 20 29 24 38 , Retainer Glands, page 8 swivel" Solid Adapter with Swivel Gland Size by Wall 􀁌􀁡􀁹􀁩􀁮􀁾􀀠Lengill Thickness Weight 6.13 .37 46 6x18 .37
58 6x24 .37 74 8x12 .39 52 11-..VARIABLE 􀀮􀀮􀁾􀀽􀁾􀀮􀀠 Swivel x Swivel Adapter Size by Wall Laying Langill Thickness Weight ') MJ Tee Size T T' 18x6 .59 .44 18x8 .59 .45 18xl0 .59 ,47
18x12 .59 .49 18.14 .59 .56 18x16 .59 .57 18 .59 .59 20,,6 .60 .44 20x8 .60 .45 20xl0 .60 .47 20,,12 .60 .49 20x14 .60 .56 20.16 .60 .57 20x18 .60 .59 20 .60 .60 24x6 .62 .44 24,,8 .62
.45 24xl0 .62 .47 24.12 .62 .49 24x14 .62 .56 24.16 .62 .57.; 24x18 .62 􀀮􀀵􀁾􀀠 24,,20 .62 .60 24 .62 .62 6.12 .37 28 Dimensions Size T T' H J' Z Weight. 6x18 .37 49 6 .37 .37 5.0 5.0
11.5 57 6,,24 .37 52 8x6 .39 .37 5.5 6.5 11.5 79 8 .39 .39 6.5 6.5 12.5 83 10 .41 .41 7.5 7.5 13.0 133 Tyler Pipe/Ubliti.. Division' P.O. Box 2027' Tyl.(T""os 75710. (9031 882·5511 7·]7·2000
Union Foundry Company. P.O.llox 309. Anniston, Alabama 36202' (256) 236·760] 5 
MECHANICAL JOINT C 153 DUCnLE IRON Tyler/Union COMPACT FITTINGS Sizes 3" thru 12" UL usted For Fire Main Equipment '. WYES ,) REDUCERS 1"l , I , ' I , t. -I 􀁾 􀁉􀀭􀀭􀀭􀁙􀁾􀀭􀀫􀁁􀀭􀁬􀀠
I' t T 1. T 'Wyes MJxMJ MJSE8xPE MJLE8xPE PE" PE Dimensions Dimensions Size A Y T T' Weighl. MJ SEa LEB PE Weights Size T 1"' L L l L MJ SEa lES PE 3 2.0 8.5 .34 .34 36 4x3 1.0 9.0 .35
.34 40 4x3 .35 .34 4.0 9.5 9.5 15.0 18 17 18 17 4 2.5 9.5 .35 .35 45 6,,3 .37 .34 5.0 10.5 10.5 16.0 26 25 27 20 6x4 1.5 11.0 .37 .35 67 6x4 .37 .35 4.0 9.5 9.5 15.0 27 26 27 26 6 3.0
13.0 .37 .37 93 8,,4 .39 .35 5.0 10.5 10.5 16.0 36 34 36 33 8,,4 0.5 13.0 .39 .35 93 8,,6 .39 .37 4.0 9.5 9.5 15.0 40 37 39 41 8,,6 2.0 14.5 .39 .37 113 10x4 .41 .35 7.0 12.5 12.5 18.0
47 46 51 8 3.5 16.0 .39 .39 136 10x6 Al .37 5.0 10.5 10.5 16.0 47 48 52 48 10x4 0.0 15.0 .41 .35 118 10"S .41 .39 4.0 9.5 9.5 15.0. 54 52 52 47 10x6 1.0 16.0 .41 .37 136 12x4 .'13 .35
9.0 14.5 14.5 20.0 67 61 68 60 10x8 2.5 17.0 Al .39 170 12x6 .43 .37 7.0 12.5 12.5 IS.0 67 58 66 58 58 12x8 .43 .39 5.0 10.5 10.5 16.0 64 62 65 60 ) 10 3.5 19.0 .41 .41 199 12x4 0.0
16.5 .43 .35 150 12xl0 .43 .41 4.0 9.5 9.5 15.0 7S 62 65 59 12x6 1.5 18.5 .43 .37 186 14x6 .51 .44 9.0 17.0 14.5 22.5 110 107 112 12,,8 1.5 18.5 .43 .39 188 14xS .51 .45 7.0 15.0 12.5
20.5 104 107 108 12x10 3.0 20.0 .43 .41 223 14xl0 .51 .46 5.0 13.0 10.5 18.5 100 102 100 12 4.5 22.5 .43 .43 272 14xl2 .51 .47 4.0 12.0 9.5 17.5 100 101 100 100 t14 . 6.0 25.0 .51 .51
474 16,,6 .52 .45 11.0 19.0 16.5 24.5 132 131 144 128 16,,6 0.0 21.0 .52 .45 300 16x8 .52 .46 9.0 17.0 14.5 22.5 132 128 136 132 16x8 0.5 22.5 .52 .46 349 16xl0 .52 .47 7.0 15.0 􀀱􀁾􀀵􀀠
20.5 128 124 128 123 t16x12 3.5 25.0 .52 .48 453 16,,12 .52 .48 5.0 13.0 1 .5 IS.5 125 123 119 113 t16 6.5 28.0 "'f .52 .52 575 16,,14 .52 .51 4.0 12.0 12.0 20.0 140 139 138 133 18,,8
.59 .45 14.0 22.0 19.5 27.5 201 180 195 • Nol included in AWWA C153. 18xl0 .59 .47 12.0 20.0 17.5 25.5 196 180 185 t Rated al 250 psi. 18x12 .59 .49 10.0 IS.0 15.5 23.5 185 170 190 Size
T 18x14 .59 .56 .56 8.0 16.0 16.0 24.0 190 181 200 Flange Thickness of 3 .60 ISxl6 .59 .57 7.0 15.0 15.0 23.0 196 ISO 190 0.1. Class 350 4 .63 20xl0 .60 .47 14.0 22.0 19.0 27.5 225 210
210 20x12 .60 .49 12.0 20.0 17.5 25.5 210 208 210 MJxFlonge FiHings 6 .63 8 .70 20x14 .60 .56 10.0 18.0 18.0 26.0 208 198 205 10 .75 20x16 .60 .57 8.0 16.0 16.0 24.0 225 215 222 (+.062)
.-l 12 .81 2Ox18 .60 .59 7.0 15.0 15.0 23.0 233 220 ·.006 14 .87 24x12 .62 .49 16.0 24.0 21.5 29.5 320 300 310 16 .90 24><14 .62 .56 14.0 22.0 22.0 30.0 315 325 335 T 18 .93 24x16 .62
.57 12.0 20.0 20.0 28.0 325 319 310 T 20 .96 24x18 .62 .59 10.0 18.0 18.0 26.0 325 310 24 1.00 24x20 .62 .60 8.0 16.0 16.0 24.0 315 305 " ) Tyler Pipe/Utilitie, Divi,ion' P.O. Box 2027·
Tyler, Texa, 75710· (903) 882·5511 6 Un,an FaundryCompany. P.O. Box 309' Annisron, Alabama 36202 • (256) 236·7601 7·17·2000 
MECHANICAL JOINT C 153 DUCTILE IRON Tyler/Union COMPACT FITTINGS 􀁓􀁩􀁾􀁥􀁳􀀠3" thru 12" UL Listed For Fire Main Equipment SOLID & TAPPED PLUGS &CAPS TAPPED TEE T . I ... ... 􀀳􀀱􀀱􀁾􀀱􀀲􀀢􀀠
􀀱􀀴􀀢􀁾􀀲􀀴􀀱􀀡􀀠 311-12" 14"-24" + "" MJ Plug MJCap Dimensions Max.. Weights MJ Tapped Tee 12ft Tap) Size T Tal' Plugs Caps 3 .46 2 8 8 Size T Weights 4 .46 2 8 10 6 .46 2 18 17 8
.46 2 26 25 10 .56 2 36 35 12 .56 2 46 44 14 .62 2 79 85 16 .62 2 100 93 18 .65 2 130 122 20 _66 2 160 152 24 .68 2 202 202 ... ) 3 4 6 8 10 12 16 .34 .35 .37 .39 .41 .43 .52 19 23 37
53 68 88 164 6 8 10 12 14 16 20 Size 3 4 6 8 10 12 14 16 18 20 24 SOLID SLEEVES T t I i T + i-SIIorrl LI,fug---l Dimensions Weights T L' l' Short long .34 7.5 12 13 19 .35 7.5 12 17
24 .37 7.5 12 28 39 .39 7.5 12 38 53 .41 7.5 12 49 68 .43 7.5 12 56 82 .56 9.5 15 111 141 .57 9.5 15 137 172 .68 9.5 15 160 200 .69 9.5 15 212 269 .75 9.5 15 272 377 ADAPTERS T .. (4-inch)
(6 -12-inch) MJ Compoct Split Repair Glands Size 3 Inside Diameter Bolt Circle Weight 4 Size 1+.07·.03) !+·.06} Lbs. , MJ xFE FE x PE Dimensions Weights L' l' MJxFE FExPE .34 6 12 20
_35 6 12 24 24 .37 6 12 36 36 .39 6 12 56 52 .41 6 12 75 69 .43 6 12 80 88 .51 6 12 126 .52 6 12 166 149 .60 6 275 4 4.90 7.50 4.0 6 7.00 9.50 5.0 8 9.15 11.75 6.0 10 11.20 14.00 7.7
12 13.50 16.25 10.2 Split glands work with standard MJ gaskets and staadard Head bolts• .. ) Glands are shipped in halves and do not need separate '"",-bolts. Head bolts .Ione hold the
halves together. Tyler Pipe/Unlilies Division. 1'0. Box 2027. Tyler, Texas 75710' [903} 882-5511 7-17-2000 Union Foundry Company' P.O. Box 309 • Anniston, Alabama 36202 • (256)236-7601
7 
•. MECHANICAL JOINT C153 DUCTILE IRON COMPACT FlnlNGS Sizes 3" thru 12" UL listed For Fire Main Equipment Tyler/Union DUAL PURPOSE CUnlNG-IN SLEEVE MJ x FE Cutting-In Sleeve with Dual
Purpose Accessories 4 4.80·5.000.0. 10 9.5 .35 33 6 6.90·7.100.0. 10 9.5 .37 50 8 9.05'9.300.0. 10 9.5 .39 67 10 11.10'11.400.0. 10 9.5 .41 122 12 13.20'13.500.0. 10 9.5 .43 157 Flanged
ends are faced and drilled per ANSI/AWWA Cll0/A21.10. Mechanical joint ends are designed to receive both stondard and over.ize gray or ductile iran pipe a5 shown above. . TYPICAL CUnlNG-IN
SLEEVE INSTALLATIONS -L,tit 1..---L-....􀁾􀀠 Dimensions Shipping Wt. Size for Pipe Size L L' T A..embled VALVE INSTALLAnONS .' 􀁾􀀠 METER SEmNGS Pipe Well Thickness: Sizes 3"-12rt are
recommended for ductile "RETAINER GLAND ASSEMBLY iron pipe dass 50 Ihru 56. Sizes 14" thru 2411 are recommended for ductile iron prpe class 53 thru 56. 􀁄􀁕􀁃􀁔􀁉􀁾􀁅􀀠IRON RETAINER
GLANDS Mecl¥mical Joint Retainer Glands are designed to provide a method for restraining mechanical joint pipe and fittings and other standardized mechanical joints ogoinst possible
joint separation, rupture or blaw·aut caused by internal water Pressure Gland Pipe 0.0. O.!. Pipe No 01 Size of pressure. Rating. 0.0. 0.0. Wall Set Set Gland Weight Size psi B A Class
The set screws are square·headed with Screws Screws Weight wIAce... Type C knurled cup points, and are shipped 3 350 7.69 3.96 50·56 4 '/",2 4 7 already assembled in the Glands. They
are 4 350 9.12 4.80 50-56 4 ';'x2 5 13 manufactured of 4140 grade alloy steel, 6 350 11.12 6.90 50-56 6 '/",2 9 20 and ore heat treated to a Rockwall 'C' 45/6 250 13.37 9.05 50·56 9
'/",2 13 25 53 case hardness. Tee·heod bolts and 10 250 15.62 11.10 50-56 12 '/",2 17 33 gaskets are not included, but may be 12 150 17.88 13.20 50·56 16 '/,x2 20 38 ordered separately.
Recommended torque 14 250 20.25 15.30 53·56 20 5/",2'/' 44 55 for sel screws is 75 foot pounds, and set 16 200 22,50 17.40 53-56 24 '/",2'/, 54 64 screws on opposite sides of the glands
18 200 24.75 19.50 53·56 24 5/",2'/, 62 72 should be tightened alternately. Tee·head bolt hole size and spacing are 20 200 27.00 21.60 53-56 28 '/.x3 76 91 equal to MJ Glands as shown
in AWWA C· 24 150 31.50 25.80 53·56 32 5/,x3 ]03 118 Ill. Standard mechanical Joint gaskets as • Not induded in AWWA ClIO shown in C-l11 sho.uld be used. Tyler Pipe/Ulililies Divi,ion'
P.O. Box 2027. Tyler, Texos 75710 -(903) BB2·5511 e Union Foundry Compony • P.O. !lox 309 • Anniston, Alabama 36202 • (256) 236·7601 
.....􀀢􀀢􀀢􀀢􀁾􀁾􀀮􀀢􀀮􀀢􀀢􀀢􀀢􀀮􀀢􀀮􀀮􀀮􀀮􀀬􀀮􀁾􀀭􀀭..􀁾􀀢􀀧􀀮􀀢􀀧􀀮􀀢􀀠 .􀀮􀀮􀀮􀀻􀀺􀀼􀀮􀀢􀀢􀀢􀀢􀀢􀀧􀀢􀀧􀀭􀀢􀀧􀁾􀀮􀁾􀁾􀀺􀀻􀀻􀀻􀀻􀀺􀀺􀀻􀀻.............,., '-" . -. • ila"Recommended Srifications
!WApplication Information .___ lB"Ductile Iron , to Tyler Pipe Subsidiary of Tyler Corporation Tyler PipefUtilities Division-P.O. Box 2027-Tyler, Texos 75710-(903) 882-5511-FAX (903)
882·7043 
25U .. Tyler Pipe Subsidiary of Tyler Corporation -------IIU5AI Tyler Pipe/Utilities Division. P.O. Box 2027 • Tyler, Texas 75710 • (903) 882-5511 • FAX (903)882.7043 
TJlerPipe r 􀁾􀁓􀁵􀁢􀁳􀁩􀁤􀁩􀁡􀁩􀁹􀀠of . 􀁾Tyler Corporation CAST IRON TAPPING SLEEVES ( MJ for Cast Iron or Ductile Iron Pipe CAST IRON 0.0. RANGE SI••"e SIt;. Bat ... 1 5 ... Inch"
Mechanical joint tapping sleeves -for 6" through 12" cast iron or ductile iron pipe. 4 " 􀁾􀀮􀀮􀀮􀀮􀀠 􀀭􀁾􀁾􀀠 -•• • Outlet flange per ANSI/AWWA Cl110/A21.l0 6" 6.85 -7.15 8 1t • Gaskets
furnished with armor-tip ends 9.00 -9.35 • Worlc.ing pressure -200 p.s.i. 10' 11.04 -11.45 12", 13.14 -13.56 MJ for Asbestos-Cement Pipe ASBESTOtCEMENT 0.0. RANGE Mechanical joint tapping
JIeeve -for 6" through 12" A-C pipe; designed to accamrllbdate aoss 150 and aass 200 A-C pipe. • Outlet flange per ANSIIAWWA CllO/A21.10 7.15 -7.56 • Gaskets furnished with armor-lip
ends 9.35 -9.75 • Working pressure -200 p.s.;' 11.90 -12.31 14.00 -14.50 General Installation Instructions for Tyler MJ Tapping Sleeves 1_ Clean pipe -insert side gasket into back hall
of gasket grooves. Make sure ends are flush with or slightly protrude Inta the end gasket seating area. 2. Bolt sleeve halves together and trim side gaskets as necessary. MAKE SURE SLEEVE
WILL ROTATE fREELY ON PIPE. 3. Instoll end gaskets, locating cut ends 90° from side gasket. If pipe is maximum 00, stretch gasket to make . ceriain cut ends match with no gap in between.
. : 4. Install glands and bolts -rotate .sleeve to desired position. Be sure pipe is centered inside the sleeve. S. Tighten gland bolts alternately. using 80 to 90 foot pounds. 6. Alter
assembly. PRESSURE TEST ALL JOINTS BEFORE TAPPING. If additional tightening is required, release pressure and relax tension on gland bolts before tightening side baits. Poge2 Tyler PipefUtiline,
Divi.ion • P.O. 80.2027 • Tyler. T«o, 75710 • (903) 882·5511 • FAX (9031 882.7043 5·1·89 
D F • 􀀱􀁬􀁾􀀠 <Ill.... Tapped and plugged: l tor testing. E +A C t 'I'JIerPipe Subsidiary of ...􀁾􀀠 CAST IRON TAPPING SLEEVES Tyler Corporation 􀁾􀁉􀀠 ·1 Sample Specification \ Cast
Iron Mechonical Joint Topping Sleeves furnished by.Jyler Pipe Industries, Inc .. Tyler, Texas are produced in accordance with manufacturer's standards. Chemical and· physical properties
of the gray cost iron are in accordance with the requirements of ANSI! AWWA CliO! A21.10·82. Recess dimensions ore per Manufacturer's Standardization Society stondard practice 􀁓􀁐􀁾􀀶􀀰􀀮􀀠
IT ( Tapping Sleeve Dimensions and Weights Tapping Sleeve for , Tapping Sleeve For Cast Iron!Duc:file Iron ... Asbeslos·Cement S-149·CI 5·349·AC SIZE =! DIMENSIONS 0.0. RANGE WEIGHTS
5·149·CI 5·349·AC CI AC A B C 0 E F Min. Max.. Min. Max. Wt. Wt. 6x4 5.016 .250 7.50 17 9.00 14.125 6.85 7.15 7.15 7.56 220 215 6 7.016 .312 9.50 17 9.00 14.125 6.85 7.15 7.15 7.56 225
220 8x4 5.016 .250 7.50 19 10.50 16.125 9.00 9.35 9.35 9.75 275 260 8x6 7.016 .312 9.50 19 10.50 16.125 9.00 9.35 9.35 9.75 280 265 8 9.016 .312 11.75 19 10.50 16.125 9.00 9.35 9.35
9.75 295 280 IOx4 5.016 .250 7.50 19 11.00 16.125 11.04 11,45 11.90 12.31 388 360 10 x6 7.016 .312 9.50 19 11.00 16.125 11.04 11.45 11.90 12.31 392 365 10x8 9.016 .312 11.75 23 11.00
19.0 11.04 11.45 11.90 12.31 455 425 10 11.016 .312 14.25 23 11.00 19.0 11.04 11.45 11.90 12.31 470 435 12 x 4 5.016 .250 7.50 20 12.00 16.0 13.14 13.56 14.08 14.50 469 431 2x6 7.016
.312 9.50 20 12.00 16.0 13.14 13.56 14.08 14.50 471 433 \ -12)( 8 9,016 .312 lL75 20 12.00 16.0 14.14 13.56 14.08 14.50 482 444 12 x 10 11.016 .312 14,25 26 12.00 22.0 13.14 13.56 14.08
14.50 595 555 12 13.016 .312 17.00 26 12.00 22.0 13.14 13.56 14.08 14,50 605 565 5·1·89 Tyler PipelUlilili.es Di..."ion· P.O. Box 2027. Tyler. Texos 75710. (903) 882-5511. FAX (903)
882-7043 Page 3 
l Tyler Pipe Subsidiary of ".. 􀁾􀀠 ,CAST IRON VALVE BOXES, TWO-PIECE Tyler Corporation "'--1 Accommodate. 4" Tbrough 12" Valve. 5'1,·lnch Shafts, Sc .... w·Typ.. 6850 S .. rle. , aox
Compl.,. Ext.tulon. Top Sadion. w/lld Bottom -P••c.l Item tn lnchas Wt. length Wt. langth WI. hrPkg. 461-5 19-22 60 10 35 15 25 46%-S 27;32 70 10 35 ..24 35 .. 562-5 27-37 eo 16 45 24
35 20 563-$ 33-43 85 16 45 30 40 20 564-5 39-50 90 16 45 36 45 20 662-5 36·52 105 26 65 30 40 20 664-S 39-60 llO 26 65 36 45 20 666-$ 51·71 135 26 65 "48 70 20 668-5 62-82 145 26 65
·'60 80 20 ••May be fumishftl in two pieces: screwec.l togelbH'1o moke the length requit'ed. . Far special application components, s"e page. 8-10. LIDS ARE MARKED 'WATER" OR "GAS" Unless
specified otherwise, 'Water" will be shipped, 5 'I. DROP LID = J tVarlable Skirt Depths 5'1. LOCK LID Skirt WI. WI, 18 1 13 !t, 13 t, 􀀧􀁾􀀧' 2.; 13 􀁾􀁾􀁊􀀠 􀁾. , ' ·, I ' ., , ' I
' I : r W ·' . ,• ...J CD I· , , • . ,• :i <[ I ' a:: ,;; , , if' Ii ' /\ '»••,,,􀀶􀁾􀀲􀀠 : • 58 AND 59 59 l:Xe j I, EXTENSION 60 EXTENSION • H.tght Haight 1--8--1 I Item Increose WI.
nom tncr«ose Wi. I 58 14 25 60 24 35 􀁾􀁉􀁏􀀧􀀱􀀮4 ---! 59 18 30 Tho,.. extensions olso fit S.ri•• 6160 th .....pi.c. yolv. BOX COMPLETE TOP BOTTOM ...."". -10-3-88 Tyler PipelUUlifles
Division. P.O. 'ox2027. Tyle.... lexos 75710. I?t'" JlFI?_«n .. T_f_ ....0' ""'..... , " 
CONSTRUCTION AMERICAN FLOW CONlROL A 5-1/4" PACERFIREHYDRANT C) lWO PIECE OPEIIA1ING NUT-Ducnte TRAVU STOP NUT-Provides a positive limtt to main rod travel. wrenching. Lower porlion
Is branze for smooth operation and corrosion resk;· tonce, 360° NOmE SEClION ROTAlION· MECHANiCAlLY AnACHED NOZZLESThe Waterous stainless steel retaining Field replacemenl of damagod
nozilng system allows 360° rotallon by zles in minutes by one person, merelY loosening the llange bOlts, and luming the nozzle secIIan to the exact position deslted. CENTRIFUGALLY CAST
DUCTILE IRON 0 TRld'FIC SEC1ION-Ports are 􀁤􀁥􀁾􀁧􀁮􀁥􀁤􀀠. BARRELS.stronger. smoother and more 10 􀁢􀁬􀁥􀁡􀁾􀀠a! the ground lioo. Simple law uniform than stalic cast 00"9Is. cost repair
kit available. AU. BRONZE ORAIN-No composition, plastic, rubber 01 leather tace to weer. • ,peel 01 crack. /,IIRO'NZE TO BRONZ!! SEATlNG·O-ring protected bronze vaNe seel threads into
a blonze insert in the hydrant botlam. FLAT BOnOM ANI) STRAPPING WGSAll standard to make solid. straight , installation faster and easier. WASHER-Protects rod threads from corrosion
and makes servicing easy. Valve assemblY lOCked in place. tt canna! detach accidentallY. Q Fully complies with AWWA C-502 and Is available in configurations which are ilL Usled and FM
Approved. 􀀲􀁾􀀭􀀭􀀮􀀭􀀭􀀭􀀭􀀺􀀺􀀺􀀺􀀺􀀺􀀺􀀻􀀺􀀺􀀺􀀻􀀺􀀺􀀺􀀺􀀺􀁾􀁾􀀭 iron upper section provides strength for 􀁌􀀺􀁦􀁊􀀺􀀺􀀺􀁾􀀭􀀭􀀭􀁪􀀭􀁉􀀭􀁈􀀭􀀧􀀭􀀭 _.__ INTEGRAL CAP NUT AND LOWER
!llla7 1 
SECTIONALDRAWINGSIDIMENSIONS AMERICAN FLOW CONTROL .A. 5-114" PACER FIRE HYDRANT , r 2-112 IN. HOSE CONNECTION (THREAD SIZE; 0.0. X T.PJ.) OPERATING NUT \ /3 IN,. 3·1/2 IN., 4 IN.• 4-112
IN. CRS IN. PUMPER CONNECTION {THREAD SIZE: 0,0, X T.P.t} OPTIONAL ROCKER LUG CAP NOZZLE SECTiON 􀁴􀀭􀁾􀁉􀀭􀀭􀀭􀀭􀁦􀀫􀁴􀁪􀁂􀁊􀀭􀀭􀁉􀁦􀀭􀀭􀀭􀀭􀀭􀁴􀀭􀁴􀁬􀀭 I 6" BOlTOM 4-3/4 L ___􀁴􀀺􀀽􀀺􀁴􀀽􀀺􀀺􀁊􀀭􀀭
􀁾􀁾􀀭􀀭􀁲􀀠 End Connecfioo L M Flanged 8·1/4 11 MechaniCal JOint 7·13116 10 Tylon 9·1/16 • 8·21/32 PVC 9-11116 8·9/32 N , 6 7·1/32 7·1/32 6·3/4 I UPPER STANDPIPE I ,. NOMINAL GROUNOUNE
2 . GAOUNDUNE GROOVE o BURY 1'·6"THRU 11 􀀧􀀭􀀶􀁾􀀠DEPTHS AVAILABLE : 6."t" ) 􀁾􀁌 􀀮􀀻􀁾􀀺􀀭􀀭􀁑􀀺􀀠 111:81<1 j lI-J---:1718 OIA HOLES EQUALLY '.'12 J SPACED"".·1I2.C .HIl 7-13116 8"
BOlTOM End Connection L M N MechanICal Joint 9·5/8 12 9·3/16 lOWERSTMlOPIPE ./BarTOO, GIN. MECHANICAL JOINT$HOWN 'n 􀀷􀁄􀁾􀁊􀀠 12·114 􀀮􀀭􀀭􀁾􀀮􀀭􀀮􀀬􀀠 o FlANGED CONNECTION MECHANICALJQtNT
CONNECTION 1Yl'ON JOINT CONNECTION PVC JOINT CONNECTION 2 
PARfSUST n' '" " " " .'."., '" " " " '" " NOTES 1. 250 p.s,i.g. fOted working pressure, 2, Meets or exceed, ali 􀁦􀁥􀁱􀁵􀁾􀁥􀁭􀁥􀁮􀁴􀁳􀀠of AVNVA C-502. 3. May be ordered' In configur_ns
which are Ullisted and, fM oppfCNSd, 4. Nomina! 1UrnS to open is 18. AMERICAt'lFLOW CONlROLA 5-114" PACERFIRE HYDRANT • ',",' '" .. " " " " " " " " " " " DESCRlPnOH a·rlng (l.Owefvolve
:';eO'l). 5·5/6 x 5-7/8 lO'Ne!' SIOndpipe gasKet Hex hd bolt, S/B·ll )( 3-314 ln, Hex hd bolt. 5/8-11 x 3ln. Hex nut, 5/8·11 Draln plung:er CaNer r:,in. 1/4)( 1-1/2 In. NoZZle cop ChoIn.
single Of double NorAe cop. hose or pumper 􀁃􀁯􀁰􀁾􀁴􀀬 hose or pumper Nozzle. hOSe or pumper Rof hd screw, 1/4·20)( 1/2 in. Clpefoiing nut lone-piece) Lower operating nut Upper operating
nut Volve lcd bushing (InCluded W!th 71 &. 28, Rod A.sserrIbry OnCIUdes 25) (non-Trafflc model) lower standpipe [Tfoffic modell Stondplpe [non·Traffic model) Crossarm Valve seat Upper
voIve washer Main votve rubber lowOl' volve washer Hydront bollom Upper standpipe {1'roffic mOdel1 (}fain bushing Suppc.rt Ydleet O·ring (Operotirtg nutJ. 1-1/2)( 1,3/4 Q.ling (SuPPOrt
wheell, 1-l/8 x 1􀁾􀀳􀁩􀀸􀀠 NOZZle section Bury depth plOte Bury depth pklte wost"\e( Upper standpipe rronge Standpipe nooge Flange lock ring Coupling sleeve !2 hoh/as) IJpper rod ossembtr
(includes 25) [Troff:c model) lower rod [traffIC model) MATEIIlAl BUllo N Neoprene Zinc p/oted steel Zinc plated steel Zlnc plated steel Redbross Stainless steel Zinc-plafed steel Duclile
Iron Neopmno "'ass Stainless steei ''''''''' Bronze Duclile Iron Red broGS S:eel rod 􀁃􀁥􀁮􀀡􀁲􀁩􀁦􀁵􀁧􀁯􀀨􀁾􀀠cast (fucb1e iron pipe 􀁃􀁥􀁮􀁴􀁲􀁩􀁾 cost d.lctlO Iron ppe Br""", Blooze
Ducfi!& hon UrelhOne Ductile Iron Ductite iron Centl'ifugollV cost d.lClie Iron p;pe 8"", Oucije Iron BunaN l3uno N Ouc1i1e Iron AJumlrnJm 21nc pJofed steel Ouclee iron Ducfie (rOIl
Stainless sleel Cost Iron SIee! rod S1eel rod O·lIng (UppervoNe sooH, $·7/8 x 6-1]8 Buoo N Groove Pin. 3/32 x 7116 In. BefyI!lum Coppef Q-ring 􀁻􀁾􀁲 hJoe SOOIj, 2-3l6 x 2-518 􀁾􀁵􀁮􀁯􀀠N
O-ring (lower rub€! seal), 1-7/8 x 2-118 􀁾N SI..;ppolt wheel gasket Support rube Stop nul, y. 8 Coopting nut 1/2-20 CouplIng stud, 􀀱􀀯􀀲􀁾􀀲􀀰􀀠x 2-9116 In. Nozzle sectfon bushiog
thrust ring UPl)e( standpipe gaskel Votve scot Insert """ plug, 1/4 NPl iNealhershleid nut Groove pin, 1/4 x 2 In. Breakable fio-qo o.rTlg (ptJITipe:i nOZZle). 5·1/4 x 5·3/4 Pumper nozzle
retainer D·rlng {hose neule}. 3-\/4 x 3-Si8 Hole non.!e retainer SUBMlnAL DATA N Ouctl!eiron Zinc plated steel "",,, Sioinless steel 8"", Tefton Neoprene Bronze: Bross Cuctne: iron Siolnless
sloel Ducffle Iron Buno N Ductile Iron BunaN Oucllle iroo " ,".' " " i2 " RtF MO. 3 5 6A 6' 6C 7 8 9A, 98 10 11 12 16 17 17A 17B 25 28 29 29 30 31 3' 35 36 37 40 5<1 56 57 59 60 61 61
628 63 64 67 71 72 n 81 82 83 84 85 86 87 88 89 90 92 97 99 101 102 113 116 117 liB 119 IDepth Of trench or bury Number of hose nozzies Steamer nome size , Inlet pipe connection size
Hose nozzle size Nowe cop chains Yes I No i Type of bose connecHon Direction to open Cily SpecfflcoHon I Point color steamer nozzle Yes I No 
__ ___________ _ FEATURESIBENEFITS AMERICAN FLOW CONfROL A SPFL1FICKfIONS 5-1/4" PACER FIRE HYDRANT FEATURES The Waferous Pacer's sleek onc.t: stylish design blends perfecHv with todo{s
modem 􀁯􀁲􀁣􀁨􀁦􀁦􀁥􀁣􀁬􀁕􀁲􀁥􀁾􀀠The Pacer is rated for 250 􀁰􀁾􀁳􀀮􀁬􀀮􀁧􀀮􀀠and exceeds all of the requlremenls of AW-NA C-502. Duclile iron construction assures strength and durobilffy.
Inkaduced in 1967, lhe Pacer fire today's system demonds. With many cffies expenancing increased pressure to stretch lheir dollars it IS important to note that lhe Pacer hydrant can
be maintained by iust one person. The ",movol of tour nuts and boils allows access to all working parts The Pacer hydrant is loaded with all of lhe 􀁦􀁥􀁯􀁾􀀠 hydront. me oU bronze seat
ond bronze seat insert assure that fhe Pacer hydrant remains easy to repair. The Pacer has been manufactured for more than 30 years while still maintaining comp!ete parts Interchangeability.
hydrant provides real SOIuticns to rures expected from a high quality fire 􀀭􀀭􀁾􀀭􀀭􀀭 􀀭 􀁾􀁾􀁾􀁾􀁾􀁾􀀭􀁾􀀭􀀭􀀭􀀭􀀭􀁾􀁾􀁾􀁾􀁾􀁾􀀭􀀭􀁾􀁾􀀭􀀭􀀭􀀭􀀭􀁾􀀭􀀭 The Pacer hydrant has these
standard tealures: . All bronze drain .Travel stop nul located In lop I·of hydranl Eosy 360' rolallon 01 nozzle l section · 250 p.s.I.g. working pressure ralIng • Sheiliesled 01 500
p.s.i.g. · sealed Iu_on chamber · OVer 30 years of continuous porls interchangeabIlity · DucHJe Iron nozzle section. upper 81 lower Sland pipes & hydront bose • Bronze-la-bronze sealing
· Bronze cross Qrm BENEFITS Easy Nozzle SecIion RolaHon The Pacer's exdusive stainless steel t1ange iock nng allows 360 degree Iotation at noZZle seclion by merely loosen· Ing four boII1i
and luming nozzte section to lhe exact posiIIo(l required 􀁔􀁨􀁾􀀠is done withoUt damage to balfel gaskets. Sealed Lubricallon Chamber O·ongs seollhe operaling threads 110m moIsIure
and relaln Iub!Icont which greatly reduces rouline mantenonce. All Bronze Drain No composition rubber, plostlc or leather to wear, chip or cracll V111ua1y no leaks. nor odjuslmenls are
ever required. Bronze 􀁾􀁩􀁤􀁩􀁮􀁧􀀠dron valve is free to cenler itself so ff o>Noys closes tigh1ly, even 􀁾􀀠a foreign object gels Into the barrel. Top TrQVeI stop Nul Helps prevent
stem buc1<ling and damage fa bronze componeni1;. i j SPECIIICATIONS Fire hydranI1; shall meet or exceed AWWA C5Q2, k:rtest revl;;on. Rated work· Ing pressure sholl be 250 p.s.l.g., test
pressure shall be 500 p.s.l.g" and hydrants shall Include lhe foIIov.ing specific design aite!la: The nozzle sectian upper and lower sland pipes and hydrant base sholl be ductile ron.
The man vaNe closUie shall be at lhe compression type, openhg against !he pressu", and cklslng with !he pressure. I Nozzle section to be desig:led for 90S<! 1360 degre<o rotolion by
!he loosening of no more !han lour batis The soot diamele! shaA be 􀀵􀁾1/4". Hydrant musl be 􀁤􀁥􀁾􀁧􀁮􀁥􀁤 so that removal of all worIIing paris can be accompllst-ed without excavallng.
The bronze soot shall be 1hreaded 1'110 mat· Ing threads 01 bronze for 90S<! field repair. The droning system of !he hydrant shall be bronre and be posiIively aclivated by lhe main operating
00. Hydrant to be furnished with a sliding bronze dlQin valve. SlIdIng drain valves m_Od_9_of_ rubber, plastic or IeaIher will not be aIowed. Hydrant must hove an Inlemal travel stop
nut located In lhe tap hoUSIng of lhe hydrant. H)drant operating threads to be 􀁦􀁡􀁣􀁾􀀠 tory lubricated, and be O·ong seaJed from water, moisture and fOieign matter, H)drant musl have
a traffic lIange design allowing for quick and 􀁥􀁣􀁯􀁮􀁯􀁭􀁬􀁾􀀠 cal repair of damage IeSUmng kom a vehkote's impact Hydranls shal be _reus Pl>oer. (Madel numberWB-67-250j. 4 
Distributed By: 
CONS1RUCTION AMERICAN FLOW CONTROL A SERIES 500 RESILIENT WEDGE VALVE o Ductile iron wrench nul provldes strength and dUlObilily. /Upper O.rjng seals can be replaced while the valVe
is fully open and under pressure. Thrust Washers minimiZe operating torque. Lower O·ring seal seals lubncal10n chamber. High strength bronze stem and nut ,_-. resists corrosion and abuse,
Fusion bonded epoxy coating inside and out ensures maximum corroSion -=::c'==-reslstonce for long service life. o ...; Smooth, tull diameter waterway. No recesses 10 1rap debris or obstruct
flow. Unique wedge design special geometry and elostomer covering ensures drop light seal every o time with low sl8m torque. 1 
_____ _____ SECTIONALDRAWINGS/DIMENS.rONS AMERICAN FLOW CONfROL .A SERIES 500 RESllJENTWEDGE VALVE SUBMI1TAL DATA [-VALVE SIZE I 4 I 6 I 8 I 10 I 12 ! QUANrnY I I I I I NRS 􀁾___ OS&y ____ DlREcnON OF OPENING
􀁟􀁾􀁟􀁾􀁟􀀠LEFT ____ RIGHT END CONNECTION INDICATOR POST fLANGE YES NO OTHER REQUIREMENTS 􀁾􀁬􀀻 .1 􀁾􀁾, 􀁾􀁥--r􀀠 MECHANICAL JOINT (MJ) TYTOI'¥,y (TV) o RINGTITE (RT) r,r 􀁾􀁉􀀧􀀠
, I0 􀀬􀁾..... 0=,..-t TAPPING RINGTITE 􀁾􀁾􀀭􀀧􀀧􀀧􀁄􀀠 PVC THREADED (SCREW) TO 􀁅􀁎􀁄􀁾􀀠 OPTIONAL END CONNECTIONS o DIMENSION 4" 6" End to End -MJ XMJ ._. 11 12 End to End -Fl x Fl
9 10-1/2 End to End -RTx RT 12-1/4 13 : End 10 End -TV x TV 13-1/2 16-7/8 End to End -Fl x MJ 10 11 -1 /4 End to End -Fl x RT 10-5/8 11-314 End to End -Fl xTV 11-1/4 13-11/16 End to
End -Fl x MJ Topping 10-1/8 11-1/4 End to End -FL x 􀁾􀁾..... 10-11/16 11-7/8 End to End -PVC x 13-112 16-718 􀁾􀁅􀁮􀁤 to End -ThreaCle<l --End to End· Cuffing In 11 12 A 13-23/32 16-3/4
B 2-1/2 2·1/2 C 3-1/2 3-112 D 4 5-7/32 E 4 5·7132 F 3-5/8 3-5/8 G --Center to Top of Stem (Closed) -OS&Y 18-15/16 23-7/8 Center 10 Top of Stem fOOOnl -OS&Y 23-3/16 29-13/16 Handwheel
Diameter 10 12 No. at Turns 10 Open 13 19 VALVE SIZE 8" 12-1/2 11-1/2 14-1/2 18-f/2 12-5/8... 13 15 , 12-5" 13-1/16 18-1/2 12-1/2 20-3/16 2-1/2 3-1/2.. 5-1/2 5·112 3-5/8 -29-1/2 37·3/4
14 26 I 10" ! 14-3/4 13 16-1/4 20-1/2 13-718 14·5/8 16-3/4 13-7/8 ---14-3/4 24·1/8 2-1/2 3-112 -5-5 8 --38 48 16 32 12" 16-5/8 14 22-3/8 15-5/16 16·9/16 .... 18-3/16 15-5/16 ---16·5/8
27-1/2 2-112 4 -5-5 B --41-1/4 53-5/B 16 38 I : ! i 1. Design meets or exceeds reqUirements of AWWA C509. 2. May be orde,ed in configurations which are UL fisted and FM apPfOVed. 3.200
p.s.i.g. fated working pressure. 0. 4_ Fusion bonded epoxy coating meets or exceeds requlremenls ot AWWA C550 • ',-. 5. Ringtite ends are in aecordance with Appendix A of AWWA C400 for
Closs 150/203 Ale pipe. 6. Flanged ends in accordance with ANSIIAWWA Cll0/A21.1 0 (ANSI 816.1, Class 125). 7. Mechanical joint ends in accordance with ANSI/AWWA CIl1/A21.11. 8.1'8.1'yfon®
ends are in accordance with AHSt/AWWA Cl11/A21.11 for casf iron (CJ size PVC or ductite iron pipe. 9. PVC ends for steel (IPS) sizes of PVO or sleel pipe. 2 
PARIS LIST AMERICAN FLOW CONTROL A SERIES 500 RESILIENT WEDGE VALVE NRS NOT AVAIlABLE UL·FM 􀀨􀁎􀁾􀁓􀀠WITH HANOWHEEl) Nole: Cons!ruciion shown is typical of 6-sizes. OS&Y 2 􀀭􀁾􀀠 􀁾􀀠
5 􀁾􀀲􀀰􀀠 1623 􀁟􀁾􀀲􀀷􀀠 􀀭􀁾􀀠15 20 􀁾􀀲􀀴􀀠 49 I I Nole; ConstrucHon ShOwn:iS iypicol Of 6-sizes. , I 3 
FEATURES/BENEFITS AMERICAN FLOW CONTROL .A SPECIFICATIONS SERIES 500 RESILIENf WEDGE VALVE FEATURES The Series 500 Resil.,nt Wedge Gate Valve is designed far use in potable water, sewage,
fire protection systems as well as ifliganan and back· How con1rol sys<>ms. Ductile Iron Wedge 􀁔􀁨􀁾􀀠valve features 0 high strengfh duciUe iron wedge encapsulated by a 􀁢􀁯􀁮􀁤􀁥􀁤􀁾􀁩􀁮􀂷􀁰􀁩􀁡􀁣�
�􀀠nitrile elastomer. This allows ll1e valve to seal bOllle ught ecuollv well will1l11e now in either dirscflon. The bionze stem nollS inde· pendent of the wedge. This feature allows
the wedge to self·adjust for lI1e best seating possible and ejiminates stem binding. fusion Bonded Epoxy The Series 500 valve is fully epoxy cooted on lI1e inlertol as weI! as the exteOOr.
The fusion bOnded coating is applied pITor 10 assembly so !hal even the bOlIl1oles and body-to-bOnnet Hange surfaces are epoxy coated. Triple O-,fng Stem Seals This valve features lliple
O-ring stem seals. Two a-lings are located aboVe lI1e II1rust collar and one one O-ring is lOcated below the thrust collar. The lOwer 1wo O-nngs provide a permo. nenlly sealed lublicanan
chamber. The benefit being IhaI the valve will be easy to operate over a long period at lime. The upper O-ring assures that sand. dirt or grit cannot enfel!he valve to COuse damage 10
!he lower O-ongs. Thllis especially Important for burled and sewage service applicolions. Thrust Washers Two II1rust washers are used. One Is located above and one is located below !he
II1rusr collar. These thrust washers greatly reduce reqU1red operanonal torques. No Flat Gaskets The body-IO-bonnel and bonnet· to·bonnet cover seals are pressure 􀁥􀁮􀁥􀁲􀁧􀁾􀁥􀁤􀀠O-nngs.
This eliminates Ihe need for excessive 􀁢􀁯􀁾 loading which is recuired by designs lila! use fiol gaskels. The O-nngs are reusable wtiich eliminates down time during any needed repair,
The Series 500 Resilient Wedge Gale VoIve Is in full compliance willl AWWA C509. This valve 􀁾􀀠furnished in configuralions 11101 are listed by Underwrrters laboratories, Inc. and approved
by Faclory Mutual ReseOlch Corparanan. The Series 500 Ductile Iron Resilient Wedge Gate valve has these standard features; • Fusion Bonded Epoxy Coating Complies With 􀁁􀁎􀁓􀁾􀁁􀁗􀁗􀁁
C550 • Ductile Iron Wrench Nul for Durability • Ductile Iron Rubber Encopsulaled Wedge • 100% BoHle Tight Closure af 200 p.s.l.g. 􀁾􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭�
�􀁾􀀮􀀠 SPECIFI ATIONS Valves shall be reSilient wedge type in compliance will1 AWWA C509 latest revision" Wedge shall be cmstruclad of duclile iton. The exterior at the ductile iron
wedge shall be encapsulated with niITile rubber, The wedge shall be symmelncal and seal ecually well wilh ftaw in either direction. There shall be no exposed metal seams, edges or screws
wllhin the waterway when the valve is in II1e fully closed pasjIJOn. The slem sl1ol1 be bronze in full compliance wllI1 Secffan 4.7 at AWWAC509. • 􀀴􀂷􀀧􀁾􀀱􀀲􀀢􀀠Sizes • Independent
Bronze stem Nut • Smooth (No Pocket) Waterway • Triple O-ring Stem Seals • Full Diameter Waterway • UHM in Allowable Configurations , Wrench nut shall be canstrucled of due1ile Iron.
Wrench nut shall have raur flats at slem coMection 10 assure even distnbuflan of operaling input IClIque to the slem. All body-Io-bonnet and bonnel·toCOvel seals sl1ol1 be Onngs. Flat
gas· kets ,11011 not be allOwed. S1em shall be sealed by Ihree O-nngs. The top twa Onngs shall be reptoceable willh valve fully open and while subject to full rated working pressure.
O-rings selin a cartlidge shall not be allowed. \k)ive shall have thrust washers located above and below thrust collar to assure easY aperolian at lI1e valve. All intemal and external
ferrous surfaces of the valve body and bannet sI1all have a tuskln boOded epoxy coaling, complying with ANSI/AWWA e550, applied e1ectra·staHcally plior fa assembly. Valves shall be equal
to American Flow Control's Series 500 Resilient Wedge Gate Valve. 4 
Restraint Devices for PVC Pipe Featuring the. .'. '. 2000PV Series . '... iitiNJ-&.13; . . . • UNDERWRITERS l,ABORATORIES ;'. FACfORY MUtUAL ..... ..... . 􀁾􀀢􀀠 . . E B A A I RON SAL
E S, INC. 
Series 2000PV MECHANICAL]OINf RESTRAINT GLAND FOR USE WITH C-900 OR IPS OD PVC PIPE Approved 2000PII mechan!cal joint restraintS can be used on both C-900and IPS OD PVCpipe. A spacer
is provided undereach torqueumlling screww acc0mmodate the otfferent d/amelem. TIle 2000PV medlanical joint restraint is the fustest and most economical method of restraining PVC pipe
to mechanical jOints. Now the need for costly concrete thrust blocks and corrodible steel tie rods is e1inlinated. It can be used in straight alignment or at the pre-set deflection recommended
for the mechanical joint. The 2000PV was the first PVC joint restraint to be tested to UNI-B13, Underwriters Laboratories, and Factory MutoaI. Meets all of the requirements of 1..;NJ-B-13
"Recommended Standard Performance Specification for Joint Restrdint Devices for use with Polyvinyl Chloride (PVC) pipe." UL-Iisted in the four through twelve inch sizes for joining UL-listed
ductile iron fittings to UL-Iisted, Class 150 PVC pressure pipe. The maximum allowable joint deflection is five degrees. Factory Mutual approved for use on DR18 PVC pipe in rour through
twelve inch sizes. For installation on IPS PVC Pipe remove spacers and repface screws. 􀁾􀁾􀁓􀀮􀁁􀁃RE􀁅M􀁒O􀁓VE' Install per 􀁩􀁮􀁳􀁴􀁲􀁵􀁾􀀮􀀠􀁾􀀠 􀁾􀀠 FO( ioslallalion on C-900 PVC
Pipe use as received and Instal! per instructions. 'I' S IPS pvc PIPE _=:1 S IPS?VCPIPE The fastest and most economical method of restraining PVCpipe to mechanical joints. Eliminates
costly concrete thrust blocks and carrodib!e sleet tie rods. The pressure rating for the 2000PV jOint restraint is the standardized pressure rating of the PVC pipe on which j(is used_
2000PV join! restraints can be used on botht-900 and IPS OD PVC pipe, 3" through 12"_ STANDARDIZED FRESSUlIE'RA'llHGS FOR OROINARY WATER' WORKS WITH mANSIEIIT SURGES ONLY. RATINGS ARE
FOR PVC PIP!fANO 2000 PV. ANSUAWWA C900 ASTMD2241 ClOD IPS 00 DR14 200 PSI SOR17 250 PSI DR1S 150 PSI SOR21 200 PSI DR 25 100 PSI SOA.S 160 PSI RATINGS FOR PEAK PRESSURES USED IN SEWAGE
FORa;. MAINS AND OTHER INSTALlATIONS DESIGNED FOR CYCLIC SURGES Of 1·MILUON CYCLEs. RATINGS ARE FOR PVC PIPE AND 2000 PV. 􀁁􀁎􀁓􀁾􀁁􀁗􀁗􀁁 C900 ASTM Dl':241 ClOD IPS 00 OR 14 200 PSI
SOR17 2OQPS! DR1S 150 PSI SOR21 160 PSt OR25 lOOPS! SDR26 1213 PSI 
0 2000 PV JOINT RESTRAINT FOR PVC PIPE Sample Specifications Listings and Approvals MechanIcal joint restraint shall be incorporated imo the Sizes 4" through I Z" arc listed hy Underwrit(!r5
design of tbe fof1ower ghlnd. The restr.1int mechanism shall Laboratories, Inc.• C!l(egory IUKF "'fittings" Retainer Typc," consist of a plurality of indiv£duaUy-acmated gripping with
a deflection angle of five degrees when used on UL¥ surfaces to maximize restraint capability. Glands shan he fisted. Class 150 PVC pressure pipe and a UL·listed manufacrurcd of ductile
iron conforming lO ASTM A53U-80. appurtenance. 111t: listing number is EX283o. The gland shalf be such [hac it ean replace the Si7.eS 4" through 12'" are approved by Factory Mutual standardized
mechanical joint gland and can be used with the for usc on approV<."d DR 18 PVC pipe, and sizes: 4" through standardized mechanical joint bell conforming to lO" are approved for usc
on DRl4 PVC pipe and mechanical ANSI/AWWA Cll1/AZl.l1 andANS!/AWWA C153/A21.53 of joint appurtenances. latest version. Twist off nuts, sized same as tee-head bolts. The 2000PV restraint
exceeds aU requirements of shan be used to insure proper actuating of restraining ASTM F1674-96. devices. The re.'irraining glands shaJi have a pressure rating equal to that of the pipe
on which it is used. 111e rcstraining glands Special Notes shall have been tested to ASTM F1674·96, be fisted by EBAA-8ea1nt gaskets are provided with the 30" and 36" Underwriters Laboratories,
and be approved by Factory 2000PV rescraints to facilitate easier assembly of the Mutual. The reslratnt shall be: the EBAA Iron Series 2000PV or mechanical joint, and ace required on
the above referenced approved equal. sizes to obtain the pressure ratings and safety factol'S shown. for test pressures above the rated pressures, consult the engineering department
of BBAA Iron. Inc. for recom· mendations. Patent Information The produces presented herein are covered by one Or m",e of tile following parents: 4627774.4896903.5071175. Dimensional
Data PVCPIP.E.O..D... NO.OF NO. OF PWR'H NUTS PIPE ""'" ......... 'Y(f{' ""41 SERIES C D F J M X WElIGE.S BOm P """"'OFF K. S!Z£ WElGI!T C900 01185 2OO3PV 4.84 1.55 3.60 6.19 0.50 314
4 4 9.8 6.6 7.69 3 7.0 3.5 2Q04PV 5.92 1.68 4.90 7.50 0.50 718 4 4 10.5 9.5 9.13 4 8.B 4.8 4.5 2<'. ··W 6.02 1.68 7.00 9.50 0.50 718 6 6 13.0 12.1 11.13 6 12.1 6.9 6.63 2 'v 10.17 1.68
9.15 11.75 0.62 7/8 6 6 14.5 13.6 13.38 B 16.3 9.05 8.63 0., 2010PV 12.22 2.10 11.20 14.00 0.92 718 8 8 17.0 16.0 15.63 10 26.0 11.1 10.75 2012PV 14.32 2.10 13.30 16.25 0.75 7/8 8 8
19.0 18.1 17.88 12 31.4 13.2 12.75 2014PV 16.40 2.25 15.49 18.75 0.88 7/B 10 10 21.7 20.9 20.38 14 47.6 15.3 -.-. 2016PV 18.50 2.25 17.58 21.00 0.68 718 12 12 23.6 23.0 22.63 16 52.8
17.4 2018PV 20.60 2.25 19.68 23.25 1.13 7/B 12 12 25.9 25.1 24.88 18 61.8 19.5 2020PV 22.70 2.25 21.79 25.50 1.25 718 14 14 28.0 2:7.2 27.13 20 70.9 21.6 -.2024PV 26.90 2.75 25.99 30.00
1.42 718 16 16 32.3 31.5 31.63 24 92.9 25.8 -.2030PV 33.29 2.70 32.22 36.68 1.50 1 1/8 20 20 38.5 37.7 39.12 30 128.5 32.0 -.2038PV 39.59 2.70 38.92 43.75 1.50 1 118 24 24 44.6 44.0
46.00 38 181.3 38.3 -.r .A_---..._.. r SECTlONA·A EBAA IRON SALES, INC. "Your connection to the future"TA' ... p.o. BOX 857 EASTLAND. TEXAS 76448 USA 254/629 1731 800/433 1716 FAX 254/6298931
X.ebsite:www.ebaa.com 
•t .... 
-POLYWRAP (p.olyethylene Encasel,llent for Ductile Iron Pipe) Allpolywrap supplied by Standard Hardware, Inc. will meet or exceed the following specifics: AWWAC105 ASTM D1248-84 Thickness:
8 mil (tolerance +1-10%) Material: Linear low Density, Type I, Class C-Black, Grade E-1, Manufactured from 100% virgin resin. Colors & Clear 9 same speci' flic at ions. .... Tensile
Strength: 1200 PSI (8.3 MP) minimum Elongation: 300% minimum Dielectric Strength: (raw material) Volume resistivity ohm*cm-10 Dielectric Strength: (imished film) 800V/mil (31.5V/um)
thickness minimum 
STANDARD HARDWARE 413 PVC PIPE WRA,P TAPE PHYSICAL PROPERTIES ETC. COLOR: BLACK WIDTH: 413-2",413-4" & 413-6" LENGTH: 100FT. MIL THICKNESS: 10 MIL TENSILE STRENGTH: 25LBS/INCH ELONGATIONATBREAK:
200% ADHESION TO STEEL: 200Z/INCH ,.. 􀁁􀁄􀁈􀁅􀁓􀁉􀁏􀁾􀁔􀁏 BACKING: 200Z/INCH DIELECTRIC STRENGTH: 1250 VOLTSIMIL MEETS OR EXCEEDS SPECIFICATION ASTMD-1000 -. 
Texas Sterling Construction Dat.: lS-Feb-02 Arapaho Road Addison, Texas "A.t1te:ria!s: Cemanl: Flyash: Coarse A99.: Fine Agg,; Admixtures: ASTM C-150, Typa I ASTM C-I)18, 􀁃􀁉􀁾􀀤􀀤􀀠C
ASTM C-33, 1"· #4 Crushbd Slone ASTM C-33, Conerete Sand ASTM C-494, Type A or D ASTM C·2BO 1 Cubic Yard By WelSh' -SSD 'ji;9 i'/;A No. 3""Mgll\ @28 Day' :;:v:);v!1t, los .":, 􀁁􀁾􀁨􀀬􀀠Ib$
'::. )\99" Ibs S".nd, Ins '.\'iiter! Ibs ',";'P.. O! " ,.".1 Wei gilt '-'ill •. Wt, #ICF '.V<; 􀁒􀁡􀁴􀀧􀁯􀁾􀀠 II I!'; Ao.h, % ,fhi",t.ffJ'.Ul) Temp, dag, :';;U,i":[J: inches f. :r, 0/.,
antral.n...e d ravif\U (MaGlllne) 114 401)0 Air 414 11)3 '18:;0 1:).19 240 2U H 3956 '146.52 0..16 :10 95 3-5 4-6 , " l.,:-timors Ready Mix guarantees the above mi. de.l!lM will achieve
,",,' speclfled strength wl,en t••t.d and evaluaterlln accordance with ,:,'3,M C-i72, C,31, C·39 and C·S4 and wilen the recommended procedures i", plac6mentand curing outlined in ACI
305/30G Sri: followed. :n ,.cGordanea with ASTM C·94, Lattimore Materials <;0. request!l that copies of.1I ",:,··?ngiM tuts be forwarded to our Quality Control Dop"tment. "' 􀀺􀁜􀁬􀀮􀁶􀀺􀁾􀀧􀂷􀁲􀀧􀁩�
�􀁾􀀮􀀱􀁾􀀠 􀁃􀁾􀁯􀁭􀁰􀀺􀁩􀁜􀁮􀀮􀁹􀀠 -.".. 􀁾􀀧􀀢􀁌􀀠Ki'iMT 􀁔􀁾􀀮􀁸􀁡􀁳􀀠 75070-0556 .. 􀁾􀁴􀀧􀂷􀀠:r:;::: 569-4646 
"::!ient: Texas Sterling Construction Data: ?roJ-:ct: Arapaho Road ".dd!son. Texas :',:a:urials: Cement: ASTM C·150, Type I Flyash: ASTM C·018, Class C Coarse Agg.: ASTM C·33, 1"· #4
Crushed Slone Fine Agg.: ASTM C-33, Concrete Sand AdmiY.!ures: ASTM C-494, Type A Of 0 ASTM C·260 1 Cubic Yard ay Wei£!.! • 550 PaYing (HSlld) 􀀬􀀧􀀺􀁾􀁩􀁸􀀠No, 06 ';:I.ngth @28 D.ys
4000 Air :::e-rnent Ibl!> 451 cly A.h, lb. 113 C, Agg" Ibs 1860 Sand,lbs 13H ',Vater, Ibs 239 WiR,.,O% 22.6 ,\;;;... 01: E TOlal WeIght 39134 Unit WI. #/CF 146.:l1 ;tHe Ratio, 1/0..l2
,;:f';l Ash, % :20 ;,,";tx!n;um Temp! ceg. oj!) , Slump, Inches 3-5 .. '.:..ir, % entrained 4·6 ..,.; 15·Feb·02 i.et!!",or. Ready Mi. ouarentees the above mi. design will achieve 'i,e
specified strength when I.sted and evalualea In accordanoe .....ith t STM C.112, C.3l, C·39 ana 0-94 and when Ihe reccmrnendect procedurea ior placement and curing outlined in ACI 305/306
are> followed, I" ,ccor<lance with ASTM C.94, Lattimore Materials Co. requosts thai copies of.1I ",oogtll t••ts be forwarded to our Quality Cantril I Dep.rtment. '" ... 􀀢􀁤􀁴􀁬􀁴􀁾􀁾􀀺􀁩􀁾􀁾􀁤􀀺􀀻􀀮
􀀠Corn.pany ,,,••' .;t;",. 'vlcKitltll?;-'. Te.xas 75070-0556 'I .",":-:-' _ 569.',1646 
􀁀􀁾􀁴􀁬􀁬􀁉􀁉􀀡􀁩􀁈􀁴􀁬􀁩􀁕􀀺􀁗􀁧􀀻􀀻􀀠 ,-.. -. "' , .. ,. :".,:-':' 􀁾􀀺􀀧􀁦􀀧􀀺􀀧􀀻􀀻􀀢􀀧􀀻􀀢􀀢􀀭􀀺􀀢􀀺􀀧􀀢􀀠 ;, ;, ,::,' : 64 7·28 _ ::",;,, ___􀀺􀀺􀀭􀀺􀀺􀀭􀀭􀀢􀁓􀀢􀀬􀁬􀁵􀀡􀀮􀀡􀀲􀁭􀁾􀁰􀀬􀀭􀀭􀀭􀀭�
�􀀮􀀡􀀺􀁁􀁉􀁾􀁲􀀬􀀭􀀭􀁔􀀬􀀭􀀬􀀢􀁥􀁾􀁭􀁾􀁾􀁰􀀬􀀭􀀮􀀮􀀡􀀮􀀷􀁾􀁄􀁾􀁡􀁾􀁙􀁟􀀮􀀡􀀮􀀷􀁾􀁏􀀬􀀡􀁹􀀧􀀢􀀠􀀬􀀮􀀢􀁊􀁓􀁩􀀹􀀢􀁟􀁾􀀬􀀺􀁴􀀮􀁡􀀭􀀺􀀺􀁏􀀺􀀺􀁡􀁾􀁹􀀭􀀭􀀬􀀲􀀢􀀬􀁂􀀺􀀭􀀺􀁏􀀺􀀭􀀺􀀤􀀧􀀡􀁣􀁙__􀁁􀁾􀁶􀀧􀀹􀀡􀁬􀁾
􀀬􀀭􀀭􀀬􀁁􀀢􀀬􀁶􀁃􀁉􀀻􀁊􀁡􀀢􀀬􀀬􀀱􀀳􀀢􀀭􀀭􀀬􀁒􀀮􀀬􀀬􀁡􀀧􀀮􀀧􀀡􀁮􀁾􀁧􀁥􀀺􀀭􀀭􀀭􀀮􀀮􀀮􀀻􀁇􀀢􀀢􀀧􀀷􀁩􀁮􀀻􀀡􀀭 :+,'\pr·OG 5.25 78 3810 40(10 3905 4960 5000 4975 50 1.27 2"·,';pr'00 5.50
75 36BO 3520 3600 4560 4530 4545 30 1,26 ,,3 Apr-OO 5.75 76 3480 3420 3450 4740 4730 4735 4752 10 1,37 1')4,pr-00 5.25 73 3060 3000 3030 4670 4620 4645 4642 50 1,53 ",,-Apr-OO 5.25 79
3320 34Z0 3375 4450 4330 4390 4590 120 1,30 [;PJul·OO 5,25 5,2 78 3620 3490 3555 4690 4660 4675 4570 30 1,S2 0E·Jul·00 5,50 4.7 79 3670 4080 3975 6310 5330 5320 4795 20 1,34 G<3-Jul·OO
5,25 4,9 82 3920 40:;0 3975 5060 5110 5095 5030 30 1,28 ':'e·J;JI-OO 5,00 5,00 5,0 81 4560 4200 4S80 5710 5750 5730 5382 40 1.31 ('o-Jul-OO 5,25 4,5 80 3920 3860 3690 5120 5000 5060
5295 120 1.30 C';'-Jul·OO 5.50 4,6 86 3390 S6i'0 3530 4080 4120 4100 4963 40 1.16 :1·Jul-OO 5,25 88 4160 3850 4005 4980 5060 5020 4727 80 1.25 : ;·Jul·OO 5,00 89 3500 37'10 3620 4730
4550 4640 4587 180 1.28 l1-Jcl·OO 5.25 90 3520 3320 3420 4420 4570 4495 4715 150 1.31 . 􀁾􀀠-jul-OO 6.00 88 3630 33\.0 3510 4550 4650 4600 4578 100 1.31 , --,:1.!1-00 5.00 90 3590 3700
3646 4730 4830 4780 4625 100 1,31 .-",J"I·OO 5.75 4,3 80 3410 3550 3480 4210 4340 4275 4552 130 1.23 . ',·JUI·OO 6,25 4,0 eo 3630 3210 3370 4190 4200 4195 4417 10 1.24 ••·cul·OO 6,00
4,5 85 3160 30f)0 3125 4360 4150 4265 4245 230 1.36 : '.-Jui-OO 6,00 4,6 89 3440 33C10 3370 4210 4220 4215 4225 10 1.25 ',';'J"I·OO 5,50 5,0 90 29S0 3100 3015 5390 5260 5325 4602 130
177 1-?'J'J!'OO 6,00 4,3 90 3440 34;,0 3430 4550 4560 4555 4898 10 1,33 2/,cul·OO 5,50 4,5 90 3720 35;,0 3620 4520 4510 4515 4798 10 1.25 ":'-J<JI-OO 6,00 90 S080 3000 3040 4210 4260
4235 4435 50 1.39 n,"'u9'00 5.25 4,8 86 4110 37UO 3945 4630 4660 4645 4465 30 1.18 )2''',,,g-OO 5,50 5.0 85 3880 42(10 4070 4940 5000 4970 4617 60 1,22 ':,:Mg·OO 5,25 4,8 84 3970 4HIO
4080 4820 51j100 4910 4642 180 1.20 ',2-1',ug-00 5,50 4.5 83 3180 3500 3340 4330 400 4265 4715 130,,1.28 ',',!"Aug.OO .. 5.25 4.1 90 3070 3090 3080 4000 4030 4015 4397 30 1.30 ;'.-,;U9-00
-: 5,00 3,9 89 3220 33'10 3265 3990 4100 4045 4108 110 1.24 ;,':\ug'OO 6,00 4,6 93 3110 3200 3155 3980 4140 4060 4040 160 1.29 􀀺􀀬􀁾􀀮􀁁􀁵􀁧􀀮􀁏􀁏􀀠 5,50 4,2 90 3240 3420 3330 4070
4210 4140 4082 140 1.24 . :'i-:'.ug·oo 6,00 4,4 90 3390 34110 3420 4060 4030 4045 4082 30 1.16 5,50 4.6 85 3545 4590 79 '1,30 431 ',',,;.:' 2:,,2 REQUIREMENTS: (5,1) fcr"fc+ 1.34s 4577
(5,2) fer = fe + 2,33•• 500 4504 . " .' ,,;;;' \f;-:.tl!rials Coropany " ::'," 􀁾􀁛􀁃􀁋􀁩􀁮􀁮􀀮􀁹􀀬􀀠T",,,, 75070-0556 .'.,:..,,;. (97:; i 569-4646 
,;L""II 􀁦􀁩􀁾􀁾􀀢􀀢􀀠 􀁛􀀻􀁾􀁜􀁾􀀧􀁩􀀠. .' . '.-Me 􀀬􀁾􀀻􀁲􀀠 ,., 􀁳􀀧􀀺􀁾􀀧􀁻􀁩􀁲􀀺􀀮􀀮􀁦􀀠 -'7-􀀮􀀾􀀺􀀢􀀬􀀿􀀺􀂫􀁾􀀢􀁾􀀺􀁹􀀺􀀺􀀮􀀻􀁾􀀧􀁜􀀬􀀬􀀬􀀮􀁾􀀺􀀧􀀬􀀡􀁜􀀺􀁾􀀠 ;/, ,< f:;.: 66 .<:GN
STRENGTH: 4000 7-28 Slum[1 Air Temp 7 Day Jlvg. 􀀲􀁾􀁟􀁄􀁡􀁹􀀠 2B Day' Avg. AY.9..'3 Range Gain ;:G·Oct·OO 4.75 4.3 76 5920 5920 6450 6680 6565 230 1.11 2(;·Oct·OO 5.00 4.5 76 5000 5000
7420 7060 7240 360 1.45 2i),Ocl·OO 5.75 4.5 78 5630 5530 7100 7370 7235 7013 270 1.31 2l.'l"()ct-00 5.00 4.6 76 5000 5000 6500 6190 6345 6940 310 1.27 2G·Oel·00 5.25 4.3 78 4640 4640
6070 5720 5895 6492 350 1.27 􀀻􀀺􀀬􀁾􀂷􀁏􀁣􀁴􀀭􀁏􀁯􀀠 4.75 4.4 76 4510 4510 6310 5990 6150 6130 320 1.36 /ij.Oct·OO 5.25 4.1 78 4S110 4680 6140 5970 6055 6033 170 1.29 26·0ct·00 5.00
4.7 76 5090 5090 6550 6320 6435 6213 230 1,26 :, 1·0ct-OO 5.25 5.6 82 5320 5320 7090 6770 6930 6473 320 1.30 ".: '...' :; '·Ocl·OO 5.25 4.2 83 4440 4440 5230 5310 5270 6212 80 1.19 31-0ct·QO
5.00 4.6 82 6170 5170 6590 6250 6420 6207 340 1.24 06 􀁎􀁯􀁶􀁾􀁏􀁏􀀠 5.00 5.0 88 4800 4800 6320 6690 6505 6065 370 1.36 ", 􀁾􀀮􀀠 ,'..NoY.()O 5.00 4.6 70 4960 4960 6880 6580 6730 6552
300 1.36 :3· Noy-OO 5.00 4.8 70 5390 5390 6560 6390 6475 6570 170 1.20 :5-:'loy·00 5.00 5.3 62 5820 5820 7230 7600 7415 6873 370 1,27 :􀀮􀁾􀀠 -",.. Nov.OO 5.25 5.5 63 5920 5920 7390
7090 7240 7043 300 1.22 C2·Jan·01 5.00 4.4 70 5480 5480 6380 6120 6250 6968 260 1.14 02·jan-Ol 5.00 4.3 70 5220 5220 6850 6890 6870 6787 40 1.32 :'.. 2..Jan-01 5.00 4.4 71 4730 4730
5890 5920 5905 6342 30 1.25 ;;2·Jan-Ol 5.00 4.5 72 4500 4500 5410 5270 5340 603S 140 US 02·Ja,,·O·1 5.00 4.3 73 4580 4580 6420 5770 5595 5613 350 1.22 :.I2·J8n-01 5.00 4.2 70 4490 4490
6440 6120 6280 5738 320 1.40 􀁾􀀧􀀼􀀠 :!2-Jan·01 5.00 5.5 70 442Q 4420 5690 5570 5630 5835 120 1.27 -9-Jan-01 5.00 5.0 70 5570 5570 6400 6460 6430 6113 60 1.15 i 9-Jan-01 5.00 4.1 66
5610 . 5610 6930 􀀷􀀴􀀰􀁾􀀠 7165 6408 470 1.28 ',9-Jan-Ol fLOO 4.3 70 5890 5890 684,\> 64fJ1l 6660 6752 360 113 ..,.; 5.06 4.6 74 5103 6424 255 1.26 ,:"':'. [EV. 593 􀀬􀀬􀀬􀀺􀀭􀀬􀀺􀁾􀀮􀀠
DEV, 607 ':. ':. :,',-5 :;.1.2 REQUIREMENTS: (5.1) fCf" fc -I' 1.345 4B14 (5.2) fCf =fc -I' 2.335 -500 4915 .' ... ". \\I,["l'i81, Comp,lIlY . "I" !,lrK'nncJ. Tex;, 75070-0556 􀀺􀁾􀂷􀁾􀁴􀀺􀀬􀀠i972j
569·4646 .. :." '"-,,.;;c'm 
'-QTE" Group, inc, 9100 Klo.g Artbtlf Dallas, Tex.s 75247 :n4) 678-0227 l->.u;more -A88regat" Testing CL(E}{T: Lattimore Materials RfMARKs; ASTM c-n Size 57 -Bridgeport Stone PROJECT
lNSPECTION REPORT Job No" OOO!)2,00Q2 Date: 03115/02 I" 9{i,3 40,5 #4 2.3 ItS 95-100 25-60 O-lO 0-5 􀀢􀁾􀀭􀀭􀀺􀁟􀁾􀁾􀁟􀀭􀀭􀀺􀁾􀁟􀁾􀀽􀀽􀀽􀀽􀁾􀀬􀁄􀀬􀀬􀀬􀀺􀁡􀁮􀁴 (ASTM C.lI7) 􀀮􀀧􀀺􀁾􀀺􀁾􀀢􀁟􀀦􀁓􀁟􀀧􀁩�
�􀁟􀁧􀁟􀀬_#_2_00_ S _i,,_v=e===0=,=8==========] Maximuul Allowed = 3.0 % 􀀮􀁾􀀽􀀽􀀽􀀽􀀽􀀽___....___􀁾􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀮􀁤􀀠 01'10 REPRESENTAnVE: Bruce J Spracklen Resp."tfully s\lbmitted,
􀁾􀀯􀁬􀂣􀁜􀁌􀁩􀀠J,wLL p 􀀺􀀧􀁲􀁪􀁲􀁾􀀠 􀁾􀀩􀁉􀀨􀀧􀁲􀁬􀀠N"(H'tHcnu only the matcriah.I.e;;l..ed 􀁾􀁭􀁤􀀠may Of rnty 111)\ 􀁢􀁾􀀠􀁔􀂢􀁰􀁲􀁾􀁮􀁬􀁴􀁬􀁴􀁩􀁶􀂢􀀠of 􀁩􀁤􀁾􀁬􀁬􀁴􀁩􀁣􀁁􀁴􀀠{/r
jiimi!Sf mst&riaIJ.. 􀀱􀀱􀀮􀁩􀁾􀀠l'eport shti.1l MI 􀁾􀀠 '" 􀁲􀀢􀀧􀀻􀀢􀀨􀀡􀀮􀁾􀁜􀁬􀁣􀁥􀀮􀁩􀀠 􀁈􀁾􀁩􀀧􀀺􀁲􀁴􀀠iri 􀁩􀁴􀁾􀀠etltifcty and wi\h the 􀁣􀀭􀁸􀁰􀁲􀁥􀁾􀀤􀀠written permink,!fl
of' QTE, ft'!>:. 
-, ':rrE" Gro\lp. loc:. 􀀻􀀭􀁾􀀸􀁜􀀱􀀠King Arthur PROJECT INSPECTION 􀀺􀁩􀀺􀀺􀁬􀀱􀁡􀁳􀁾􀀠Te.xas 75247 REPORT ,: H) 678-(l227 lob No.: OOOiJ2.(XJ02 Lattimore M.atel;aJs Date: 03115102
Denton Blend C-33 Salld 318100 100 98.9 'j 114 118 86.4 80-\ 00 .,· ..􀂷􀀭􀀭􀂷􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀮􀀮􀀮􀀺􀀭􀀭􀀭􀂷􀀭􀀭􀀭􀁾􀀭􀀭􀀭􀀭􀁴􀁟􀁟􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀁟􀁟􀁪􀁬􀀠 il16 11.6 50·S5 #30 ,) 3.3
25-{;O 1150 19,1 10-30 􀁩􀁌􀀮􀂷􀂷􀂷􀀭􀁾􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀁩􀁟􀁟􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀂷􀀭􀀭􀀡􀁟􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀁟􀁟􀀱􀀱􀀠 " 11100 0·10 1/200 u 0-3 􀀽􀀬􀀮􀀭􀁟􀁾_____s_p_eo_·fj_'C Gmi(CSTM
C·128) 2.644 .. 􀁾􀁾􀁾􀁲􀁰􀁻􀁪􀁴􀀩􀁮􀀠(%) L 1.1.0 ::c=c=:=-==:-____􀁾􀁕􀀻􀀻􀀮􀀺􀀻􀁬􀁬􀁾􀁩􀁴􀀮􀀮􀀮􀀺􀁜􀀮􀀺􀀮􀀻􀁖􀁥􀀺􀀺􀀺􀁊􀁩􀁧􀀺􀀻􀀻􀁨􀀻􀀻􀀬􀁴􀀻􀀻􀀮􀀭􀁄􀁾􀀧􀀲􀀱􀁴􀁯􀁤􀁤􀁥􀁤􀀠(ASTM C':29)
• 􀂷􀁟􀁜􀁾􀀢􀁾􀀧􀀮􀀮􀀺􀁹􀁥􀁩􀁾􀁬􀁜􀁴􀀠f'cf) -... 1 " 100.7 ....; Deeant 􀀬􀀮􀁾􀀮􀀢􀀠 . 􀀺􀁩􀁾􀂷􀀠 􀁐􀀺􀁑􀀬􀁳􀁩􀁯􀁾􀀠11200 SiCNC !!::: 1.'3 􀀽􀀽􀀽􀀽􀀽􀀽􀁢􀁬􀁾􀁾􀁾􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀁍􀁾􀀮􀁸􀁾􀁩􀁾􀀢􀁾􀁬
􀁕􀁾􀀢􀁾􀀱􀁾􀁾􀁾􀀳􀁢􀂷􀁏􀁾􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀺􀁤􀀠 ,.,·iT R.EPRESliNTATIVE: Bruce Bruce J Spracklen . ' .... ,.:;:'''' "'prt.«nl.' only th.. ml'ltnah. t<:6led aod may Qt Illi,:
1,0t b,:. repr"!k:ld..lulv... ,,( 􀁩􀁤􀁩􀁈􀁜􀁬􀁪􀁜􀁾􀁡􀁪􀀠 (U' 3i!nill! 􀁕􀁜􀀮􀁈􀀮􀀺􀀮􀁲􀁩􀁬􀁬􀀩􀁾􀀮􀀠 nlis ,,-.."':. 􀀻􀁨􀁾􀁬􀁉􀁬􀁜􀁮􀁴􀀠r.., 􀁲􀁾􀁰􀁦􀀮􀀧􀀱􀁴􀁨􀁵􀀻􀀺􀀮􀀬􀀬􀁪􀀠 L'eX.::"'pl
in It-I' 􀀼􀀺􀁮􀁾􀁬􀀨􀁥􀁜􀁹􀀠and wi1h tilt 􀀺􀁘􀁐􀀨􀀧􀀧􀀭􀀮􀀡􀁬􀁾􀀠 writt.:n 􀁾􀁴􀁭􀁬􀀮􀀡􀁬􀁴􀀧􀁑􀁮􀀠Qf QTE, ute. 
1/97 ..... ' Air Entmining Admixture 􀁩􀀮􀀧􀁾􀁓􀁃􀁒􀁊􀁐􀁩􀁉􀁏􀁎􀀠 " :.-;:: ,::';::;'-15 􀁾􀀨􀁊􀁲􀀺􀁬􀁩􀁘􀁜􀁉􀀮􀀺􀁈􀀻􀀠is a :iQo...:id soh). .':: 􀁾􀀠 :.: 􀂷􀀻􀁣􀀬􀁲􀀬􀁣􀁥􀀨􀀧􀁴􀀺􀀧􀁾􀁴􀀸􀀨􀁬􀀠crgaric
mi\le;ials. II 􀀭􀁾􀀺􀀠 􀀺􀀺􀀮􀀻􀀺􀀮􀁾􀀠.. 􀁦􀁃􀀨􀀡􀀬􀀧􀀨􀁪􀁌􀁊􀁡􀁛􀁾􀁴􀁬􀀠􀁾􀁮􀁤􀀠􀁲􀁲􀁡􀁲􀀭􀁴􀀬􀀻􀁾􀁾􀁃􀁉􀁕􀁦􀀹􀀰􀀠 ,;-,,;,.; 􀀺􀁾􀀺􀀻􀀺􀀩􀁬􀀠't :(: :)!¢v:de stable ;:;.r.d 􀁰􀀺􀀭􀁥􀁾􀀠
. 􀀢􀀭􀀢􀀧􀁩􀁾􀀠 ai' cc''ltentS it' concrete. wi!r ',: 􀀺􀀻􀀧􀀺􀁾􀀧􀀺􀀱􀀠 :;III' 􀁊􀁾􀀻􀁢􀀡􀁦􀁉􀀠:'Di!'Cir.g rhroug1101,;t ... 􀁾􀀠 ',':':;(I::.(-::e :T,al.:-ix, ; "; ;'C:,':'.• 􀁬􀁾􀀬􀀠􀀺􀁾􀁴􀁴􀀾􀁾�
�􀀤􀀠U'18 requirene:",:s cf 􀁾􀀠: 􀀧􀁲􀁾􀀠/􀁃􀀮􀀬􀀺􀀱􀀳􀀨􀀧􀁉􀁾􀁃􀁉􀀠􀁡􀁬􀁲􂂬􀁮􀁴􀁲􀁡􀁩􀁦􀀧􀁩􀁮􀁧􀁡􀀺􀀺􀁭􀁩􀁸􀁾􀁵􀁦􀁥􀁳􀀠 '':-'':: 􀀧􀀺􀀻􀀧􀀺􀀻􀁾􀁔􀁄􀀡􀁜􀁾􀀬􀀱􀀵􀀴􀀠 '1 "PUCA TlONS :"
...:, ,':'CA·1S Ci3:1 Ce used wnf!Oeve-r 􀁾􀁩􀁲􀀠 􀀬􀁾􀀭 .,; :"I\?j 􀁣􀁣􀁮􀁣􀁲􀁥􀁾􀁥􀀠is dJ;lsifecL Ready. ::' ec ;tst at,d b:o:;k prod;Jcers Cla"l _ ::.:r'GVe (:J)tifrilJHl &rlt!air:ed
air con· 'V'<S ';-'ien wharf) harsh mixes are L.'Sed , 􀀯􀀬􀀻􀁾􀁳􀁮􀀠[s aOOG,:-; (fJ the mix. AcWANTAGES 􀀽􀁮􀁾􀁾􀁡􀀻􀀻􀀧􀁜􀁭􀁥􀀬􀀱􀁴􀀠 rs recognized as me 􀁾􀀭􀀺􀀺􀀠􀁾􀀻􀀻􀀠 6f:6t,;;tive
preventior: against cor 􀀾􀀧􀀬􀀺􀀮􀀺􀁾􀀠 􀀻􀀭􀀺􀁾􀁡􀁨􀁲􀀬􀁑􀀠in exposQd Qnviron:nen(s, ;:" • ..;r:!'.?.i;:eo concreto delivers 􀁰􀁡􀁊􀀱􀁩􀁣􀁵􀁾􀀠 "l' cenerits in the forl.l of incteaaad
';,::' (,r-2!f' aurabfllty. Thl$ is important if"l ',. ,:';02r ': ir;l3.tes wr.ere irost {:lilO 􀀺􀁲􀁥􀁥􀁾􀁥􀂷􀀠 􀀬􀁾􀀠 :-. .': :',',:1.;:", can 􀁣􀁾􀁜􀁊􀁓􀁥􀀮􀀠scaHng (',no (jam· .',
';:' 􀀺􀁴􀁜􀁾􀀠::O!1cre!e surface -' :-;,',"2.e:in,] ager'Jls help ;0 prev'e!"I1 :::; 􀀧􀁾􀀧􀀹􀀠 of' c:Baung ,mlllions of (r'liCf?" 􀀺􀀧􀀺􀀺􀁾􀀠pl.;; ;:.ifvoios, 􀁡􀁾􀀺􀁃􀁩􀀧􀁬􀀡􀀨􀁪􀁧􀀠water
Irappedm 􀀧􀁾􀁾􀀺􀀺􀀠􀀬􀀺􀀺􀁣􀁲􀀬􀀭􀀽􀁲􀁂􀁲􀁾􀀠to e,<parldwherl me (."Oncrete ";':<:, '::,:S, ;n.)$ preventlrigcr.-s:ckscausedby ,,.,'--.J';; e:<p!;!nsiOI", E()uailiedairvoidsin .-"..'
:;":;;e:e '.'i:!!also increasG durability in • 􀁾􀁾􀀮􀁾 '" >?:i':!fl);)m!)!1fS where conccete is ': ,:';: 􀀧􀁾􀀢􀀬􀀬􀀸􀀸􀀠􀁴􀁏􀁩􀀺􀁵􀁾􀁪􀁤􀁬􀀱􀁧􀀠salls. marinesaltsahd :.'< ",,:,at1i'rtl
􀁡􀁾 p:aceabilily are also im 􀀺􀁾􀀡􀀺􀀢􀀻􂂬􀀭􀀰􀀠 01/th1t lubricating action of the 􀀬􀁾􀀬􀀠 􀀧􀁾􀀧􀀬􀀮􀀻􀀦􀁜􀁾􀁣􀁰􀁫􀀠 bubble:s in the cQncre1e, :' 􀀺􀀮􀁲􀀧􀀺􀀻􀁾􀁥􀁲􀁥􀀠"if,ll now
bellar, and bleeding ;.-'j 􀀺􀀻􀀬􀀭􀀬􀁲􀁩􀁲􀁬􀁾􀀧􀀬􀁡􀁧􀁥􀀠VIi!! be reduced because ''-:':::'1I2t9f is neededtoobtain the ceslred • 􀁾􀀠 I TO USE I DOSAGe 􀁁􀁯􀁤􀁩􀀻􀁩􀁯􀀧􀀩􀁦􀁡􀁩􀁩􀁪􀀧􀀤􀁷􀀧􀀺􀁬􀁶􀁡
􀁲􀀢􀁬􀁤􀁥􀁰􀁾􀁮􀀨􀀺􀁬􀁩􀁬􀀧􀁬􀁧􀁯􀁮􀀠!heai:' conrer.! cecvitf.!d fQ:-a pzrtieula! 􀁰􀁲􀁯􀁩􀁾􀁣􀀺􀀮􀀠 T yoically air cort6!'"I{s .....ill be $08Clfle<lln {he (a'lga of .1\ to 8 􀁰􀁥􀁲􀁣􀁾􀀡􀁜􀀨􀀠by'v
olume, 􀁏􀁾􀁨􀁾􀁦􀀠 facl,ors 'JI8: mly affect tr.e amOL."nt of 31r Grm;:jln&Q i')tc t'lE; COrcre!t; inClude. bu! arf: notlil':,iied I:),cemerllccn:er,: tlrd Iyp;i.sand Q(zd.?tion.le(T1::Jeflll{;f8'
ar.O 􀁷􀀢􀁴􀁥􀁾 conter.t Sikarecc:Timends thattrfaJ rr.lxe$ bf;! !e:3teel Wf:enever r:ia:erial or any GlhQr changes ale m8,tle Irtat fTjay alieel the amount 01 I-)Nr<;tll't;;d air, Dosage
mle$ fOf Slka AEA-1S will typi· cally 􀁦􀁾􀀱􀁉􀀠b(:!;ween 'Vii ar'f..i 1:1. OZ,/10Q:b?, (16 -65 ",1/100 kg) of cement 􀁴􀁾􀀠elllra," between 4 and 6 perC9fl! air, I-Il!;'her 8',j:' contents
may be ob!a!nl!!d by InCfe8sirg the dosage rate, ConH';ination Yflth other admixlures, 􀁰􀁡􀀡􀀧􀁾􀀠 licuI3,flyw,;l,er f educersar:d 􀁲􀁥􀁴􀁡􀁲􀁩􀀻􀁪􀁾􀁲􀀤􀀬􀀠v.1,11 iar;O!OinCfaaSG the
err:ollntof enlr:::llned aJr in (:11'; mix, t.,il ;)O('ltent.E. s!lc:uld bech&cked Wilh ar;gjt-lMt"rahtYr [x,r,C!",if':9 ano dosage I;lo;ustr;"lenls made at 􀁴􀁮􀁾􀀠concrete pian!. MIXING
< Mea$1Jre tilo 􀁲􀁦􀁬􀁱􀁵􀁬􀁮􀁾􀁤􀀠qUantity per baten manually or v,ith a.lrtornaUc_􀁤􀁩􀁓􀁰􀁥􀀬􀁮􀁾􀁥􀁲􀀠 aqwipt'len,< Alld Sika 􀁁􀁅􀁾􀀭􀀱􀁾􀀠to mlX<oQ Wa\er Of sand, Do not fnlX
Wltr! dry ce· ment, WMn U$l:d inoombinatictl withO!her aOfllix(..):es, cafe 􀁦􀁲􀀮􀁾􀁉􀁓􀀨􀀠be ',,3,)i;e,, :c 􀁾􀁩􀁳􀀬􀀠 peilSI:i 1:18(:(: admix:'Jte sep,;H',:ce,y 1;\;(: tr.!;' mIX,
PACKAGING 􀁓􀁩􀀱􀀼􀁡􀁁􀁅􀁁􀁾15 is S',)QD!iBO if) 55 galion (2:':,$ F:e r ) ortll'rS arc 􀁪􀀩􀀧􀁊􀁾􀁫􀀠dc:.:!fvF.:(1' STORAGeAND SHELFLIFE Si,a 􀁁􀁅􀁁􀂷􀁾􀀵􀀠.r;,hot.ld be 􀀺􀀻􀁴􀁏􀁾􀀧􀀶􀀭􀀨􀀱􀀠
litl, 􀀮􀀻􀁴􀀱􀀮􀁾􀁩􀀩􀀧􀁊􀁥􀀠 35°F (2o:<C), !: frO!C'''I, t!"la'» ;;t;'i(l 􀁡􀁾􀁾􀀻􀀨􀁃􀁴􀀺􀁥􀂭 :horo,;ghly tc, 􀁲􀁥􀀡􀁾􀁊􀀡􀀺􀀢􀁉􀀠 Ii) its 􀁾􀁬􀁣􀁲􀁲􀀮􀁡􀁬􀀠:S'.ar,e 􀁢􀁆􀀻􀀻􀁾􀁏􀀺􀁃􀀠Lse
She-if :1/9 ·oA'.,en 􀁇􀁾􀁑􀀨􀁥􀁤􀀠in dry Viarenovse: cor:C!ilions be!'NP.:9fl 50"'F 􀁡􀀺􀀩􀁃􀀸􀁃􀁾􀁆􀀠􀀨􀀱􀀧􀁊􀁶􀁃􀁾􀀠 􀀲􀀷􀂢􀁃􀀩􀁪􀁾􀀠1 year minirr:)1"'r. CAUTION Skina!1d eye irritant:
avoid contac:. The use of NIOSH/MSHA .:.pproved reS;Oifar(;(, safl?ly \joggles and rubber glcveG IS 􀁲􀀻􀁥􀁣􀁾􀀠 cmn:ended.AvoldbreatningproGuct 􀁕􀁓􀁾􀀠 ..... ith .i30$qvate ver:tlIatlor,.
Re-'":"It.vc :0:1raminalec ck):l'tiny, FIRST AID W.ash skm w!\n sr.18,p ar.d V;s:ef In-ca,se cf eye cor.tact. !lusl1 w[;h '.vater fC! 15 --ninulcs; CO'il'sctaor.lj$lcia,n. W8,sl-: cit)tt-·
􀁩􀁲􀁾􀁧􀀠before :e'USE, CLEANUP Contain 3!1d collect with absorbent malena!. Dispose of i:; 􀁾􀁣􀁣􀀨􀁩􀁲􀁤􀁡􀁮􀁣􀁥􀀠v/ith local. :;tale andtederal regtJl.ltior,s. COLOR Brown 0,02 pH
CHLORIDES % 
.. ry;/J :;ZSCF?JPT/ON :::::;.. 􀀺􀀺􀁣􀀧􀁾􀀺􀁡􀀠":01 !$d I)Clymer.rypl1 Wau,f'-::L.:i:>;;: :'!,,:l!1;iXI:..:r., 􀁐􀁬􀁯􀀺􀁳􀁴􀁯􀁣􀁲􂂬􀁴􀁾􀀠 􀁾􀀶􀀱􀀠 .-.::':'':'::S{i=..' 1?: 1 :n.,ers
the !QquiH'!rrH::n!s . ::...·;-·/(;-494 􀁔􀁙􀁾􀁅􀀧􀀮􀁾􀀮􀀬􀁧􀁲􀀻􀁤􀁁􀁦􀁴􀀮􀁓􀁈􀁔􀁏􀁍􀀻􀀹􀀴􀀠 .','·,"LICA TlONS ':"':-:,s"::'=:,}􀁬􀁡􀁬􀁬􀀮􀁳􀁲􀀸􀁣􀁯􀁭􀁭􀁍􀁤􀁾􀁤􀁦􀁯􀁲􀁌􀀧􀀳􀁥􀀠 􀀽􀀭􀀻􀀺􀁣􀀺􀀻􀀬􀁾􀁡􀁴􀁪􀀨􀀻􀁮􀀵􀀠 where high Quality "-, : :t,-:';.' ,/{.'th sLpe'io( workability and · " 􀁾􀀢􀀻􀀻􀀮􀀻􀀠 􀀤􀀸􀀧􀀮􀁴􀁩􀁬􀁾􀀺􀁊􀀠
tinM$ IS 􀁦􀁥􀁱􀁵􀁩􀁲􀁾􀁲􀀮􀁴􀀮􀀠 ,,'0"" IT WORKS :;;,:·:::rele 161 water reducing admIx,"-'::"':'.'ices ar. economical and highly ".: 􀁾􀀮􀀧􀀠 ',i2-(!",ear,s of ieducing the amount
􀀢􀀢􀀢􀀢􀁻􀁬􀀧􀁎􀁡􀁴􀁾􀁬􀁬􀀧􀁡􀁣􀀺􀁵􀁩􀀨􀁥􀁤􀀠to oroeluoeoon · 􀀢􀀮􀀺􀀮􀀮􀀬􀀧􀁾􀀠 (;; ::. ,:'i:n:l,!n slump by acting as '3 ., .; 􀀻􀀾􀁾􀀧􀁾􀁡􀀺􀁬􀀺􀀠 F()' 􀁪􀁲􀀮􀁾􀀠 Gerr.em particles
i:'1 -􀀢􀀢􀀺􀀾􀁟􀁾􀀧􀀧􀀧􀀧􀀧􀀡􀀠 this dispersing action mOre of ;-􀁾􀀧􀀢􀀻􀁣􀁣􀁉􀀿􀀠alea ot the cement particles : :':A. '!(Y,e -:;;;r early hydration. The more · 􀀮􀁾􀀢􀀮􀀠􀁃􀀧􀁾􀀺􀀠
􀀺􀁊􀀲􀀮􀁲􀁴􀁪􀁃􀁾􀁂􀁓􀀠 hydrated by contact :. :-􀀢􀁾􀁥􀀠r,iJw)9 water, the greater the · .: .... 􀁾􀀬􀀮􀀬􀁾􂂬􀀮􀀵􀁓􀁴􀁶􀁅􀀠!wldngth of the concrete. .. ,:: ,'ANTAGES 􀀢􀁡􀀧􀀺􀀺􀁣􀀺􀁾􀀡􀁥􀀠􀁾􀀶􀁾􀀠1
i;lormt.llateo as s Type :''''!'c; :ed!)c.er fO allow 7. 10% water " _':t:':I'l an.::! maximize the benefits of '0£;';,I::lC hydration in both the I'ard': :; ';,-"rj oiastic stales 􀁾􀀡􀀮􀀠
.::;!/EFfTS ,:. 􀀭􀀮􀀻􀁾􀀠􀀺􀀺􀀺􀁊􀁃􀁾􀁾􀀠 water 􀁣􀁯􀁮􀁾􀁥􀀢􀀧􀁬􀁴􀀠 requited to :h 􀁾􀀠*';'iE' OeSired slump. increases 􀀧􀀮􀀻􀀭􀁾􀀺􀀮􀁜􀀡􀁥􀁓􀀤􀀡􀀧􀀻􀁾􀀠 end flexural strengths 􀁾􀀧􀁩􀀻􀀠,::
􀀬􀀺􀀧􀀻􀁉􀁾􀁷􀁳􀀠rh'G use of more 􀁥􀁣􀁯􀁮􀁯􀁭􀁩􀁾􀀠 􀀬􀀺􀁾􀀺􀀠"m;,M .. 􀁾􀀠 " '<-:';'''vea pa.-S!€! Ql.la,litY malo;es con".;:c-􀀷􀁡􀁾􀁜􀁥􀁲􀀠to pump and finish. 1f97 Water lieducing
AdmixturliJ (iypli! A) ... Cor:sIGtel1(nCrml':l.l 􀀨􀀮􀁪􀀨􀀻􀁪􀁬􀀱􀁩􀀡􀀱􀁧􀁦􀁬􀁭􀁾􀁳􀀠IhrOl,lgh. Out lho rl?commot')dod ocsllge. ... lOwe! W<lter cement 􀀨􀁡􀁬􀁬􀁯􀁾􀀠 provil..'18dec:rease,j
permeablliry and 1r.(;reaSEtd reaSEtd durGbility, Combination with other Admixture., Pl:aSlccrQtG , 61 wcrl<s effectively as ¢ single 􀁡􀁤􀁭􀁗􀁵􀀨􀀮􀁾􀀠or frl COmbif)i;\li(il''1 wltn
􀁏􀁬􀁨􀁥􀁲􀁡􀁤􀁲􀁾􀁜􀁩􀀻􀀮􀀺􀀡􀀧􀀻􀁲􀁥􀁳􀀠in !t1e8ikaSystern, 􀁗􀁾􀁥􀁬􀀱􀀠 air 􀁥􀀨􀀩􀁴􀀨􀁡􀁬􀁲􀁾􀁥􀀨􀁩􀀠concrete is specIfIed, Sik" 􀁮􀀻􀁊􀁣􀁯􀁮􀁾􀁭􀁥􀁮􀀨􀁪􀀤􀀠􀀨􀁨􀁾􀀡􀀠use 01 Sika
air entraining agenle. TOUSI= 􀁾􀀠 , \ DOSAGE Addition ratnS 013 -611.0,.1100 lb•. (195 ·390 ml1100 kg) of cement are recommended for general C(mcrete applicatiol\s wherenorrnljl s£lling
chanacterjstlCS ate desired.. MIXING Plas[ocrete 1611s added (1,1 ins concrGte plant MeaSCIfGttoqu!redquantl;y manually Or by aulom"lao dispense, Add Into the $afld at !he weigl' hOPperOf
111(0 the water line alIne bBtCi11)!i;jni, When uSed H'l ccmbina1ior'l with Olt1t:J ad· 􀁭􀁩􀁸􀁴􀁵􀁲􀁥􀁾􀀮􀁣􀁡􀀨􀁥 rfluSt be taken IO<i1spensEi each 􀁡􀁤􀁭􀁩􀁸􀁾Jr€' fepa,rau;!ly into
the mix [)c, not mix Wl\h ·jry l:Gmenl. FOR Pl!/lSTOCRETE 161 , i PACKAGING P!as!Qcre!e 161 lS supplied In S5 q&'I;)n i,2C8Iiter) 􀁤􀁲􀁵􀁾􀁳􀀠and butk delivery.' STORAGEAND SHELF-LIFE
P/astocrete ;61 􀁳􀁦􀁾􀁯􀁵􀁬􀁬􀀱􀀠bE.!fil0h:!o.:.:uat)ov'i;! 􀀺􀀳􀀵􀁾􀁆􀀠(2ec:;. If f(Czen. t1)aW and 􀁡􀁧􀁩􀁬􀁾􀀺􀁾􀀠 :!'II")l'Oughly I() :i:?(I);-:·1 to (\Olm;:!1 ::ifa!1?! O*fCr9
US€!. Sh8tf life wtler-store(! in dry warer.c.w:e c<)oditiocs between 5C'F and 80°[' (10<C27"C) is cne 􀁹􀁾􀁡􀁦 f))inimum. CAUTION S1Qn and eye irritant avoidconlaot. The t.se 01 NIOSHIMSHA
approved resplralol. safetY goggles aliOfubber gloves IS reI:' 􀁯􀁮􀀢􀁜􀁭􀁥􀁮􀁤􀁥􀁤􀀮􀁁􀁗􀀩􀁬􀁤􀁢􀁲􀁥􀁡􀁲􀁨􀁪􀁮􀁾 product. 􀁌􀀺􀁾􀀶􀀠 with ad9qu2tQ ventilation. Rcrr.ove cor:· laminated
clothing, FIRSTAID WaSh skin with soap and wat6{. In case or eyecontaot. f:usnwi1hVlat€rfo: 15 mrnUI'3S; contacla phY$ician. WaSh c;otning l)efcrB re-use. CLEANUP ConlS-ln andcollec\'M{h
absorbent material, Dispose 01 in accordance with loct'..L 􀁳􀁬􀁡􀀬􀁾􀁥􀀠􀁾􀁦􀀧􀁬􀁤􀀠federal regulations, . ASTM CERTIFICA TION ASTM Type A COLOR BrOVin 1.17.0,05 CHLORIDES % 
Plastinlent 1197 Water Reducing and Retarding A(!mixture (Types B & DJ ':'cS':'FiIPT/ON :-;:... : ,-r.;.r,; 􀁉􀁾􀀺􀀻􀀠 R. 􀂷􀀮􀁶􀀺􀀽􀀺􀀡􀀺􀁾􀁛􀂷􀁲􀁥􀀨􀁪􀁬􀀱􀁲􀀮􀁵􀂷􀁲􀁧􀀠 a.ncJ re...
. .; ::;.:r.-·r·:.lure. 􀁆􀀧􀀺􀀭􀀳􀀮􀀵􀁾􀁩􀁲􀁲􀀮􀁥􀀮􀀱􀀺􀀠 contains -.:. .: 􀁉􀀧􀀩􀀺􀀢􀀧􀁾􀀠 􀀱􀀩􀁩􀁬􀀨􀀩􀀧􀀢􀁩􀀨􀀺􀁾􀀠 􀁯􀁾􀀠􀁡􀁾􀀩􀁹􀀠􀁣􀂷􀁴􀁬􀁾􀁥􀀨􀀠ir',tenc: . 􀀽􀁩􀀺􀁾􀀮􀁬􀁾􀁤􀀠􀀬􀀮􀀻􀀢􀁉􀀻􀀩􀁲�
�􀀨􀀧􀀮􀀬􀀬􀁾􀀠 ..... ,:r· 'T.eA·S :he requirements of .. _'-'.," 􀁾􀀭􀀼􀀻􀀮􀀡􀀠T'y':)8:;B".:·r(1D-3.(:dAASHTO .: .. ::·88 8 ali:':: D. J;. .;'L leA nONS · . 􀂷􀀭􀂷􀀮􀀺􀀭􀀭􀀬􀁾􀀺􀁳􀀠re':IJr.-:!ler.·j
ed flJr'.Jse wrer.' .. ;'" .' 􀁾􀀺􀀮􀀺􀀠 ·::;'I..::irliiy 􀁣􀁯􀁲􀁣􀁾􀁥􀁬􀁥􀀠\....􀁩􀁴􀁴􀁾􀀠 preclct:. : .;.. 􀀬􀀺􀁾􀀺􀀺􀀺􀀠􀂷􀀮􀁾􀀮􀀧􀀮􀀺􀁲􀂷􀁉􀀺􀀧􀁑􀁜􀁬􀁥􀀨􀁊􀀠set 􀁩􀁩􀀻􀀧􀁬􀁾􀁥􀁂􀀠I!)
de!)irad. ::: ... 􀁾􀀺􀂷􀀬􀀧􀀮􀀢􀁘􀁾􀀺􀀠ar.d rc!"i:!:ontJI or ver:ical :;: ..•.. 􀁾􀁉􀁡􀀧􀀺􀀭􀀻􀀺􀀺􀁲􀁬􀁥􀁮􀁾􀁴􀀠 where a supericr · . ?:: '0' :: r' 􀁊􀁾􀁩􀁾􀀠 is. (etWi(el1. 􀂷􀀧􀁾􀂷􀀧􀀻􀁁􀀮􀁎􀁲􀁁􀁇
􀁣􀁓􀀠 􀂷􀀺􀀢􀀬􀀭􀀺􀀺􀁾􀂷􀂷􀀻􀀺􀀮􀁲􀀬􀁬􀀠 IS 􀁬􀀧􀁲􀁉􀀹􀀱􀀱􀀱􀁾􀀠 eHective in hot "'6' ·::cnc.r€:iing :0 offset thE: accel.. 􀁾􀀮􀀻􀀠 􀀧􀀺􀀭􀀢􀀧􀀸􀀼􀀺􀀺􀀡􀁾􀀺􀀠of hig:) aml)ierH tempera
· .·.c. 􀁾􀀺􀀺􀀠 :'(Jr,!(;)i:Jng :he he;;Jt 01 hydra:-:':·'1umo; workability 􀁩􀁾􀀠 enhanced · 􀁾􀀠 :··.. ;)er cr 5urface fi,1i.!lhisobtair,ed. .: 􀀮􀀻􀀻􀀮􀁾.. 2FfTS 􀁾􀀠 -. "'..􀀿􀀮􀀻􀁾􀀮􀀠
conceete POL.JfiS PlaSiiment · 􀀺􀀮􀁾􀀮􀀠'Ol!:,. 􀀱􀀲􀀺􀁮􀁾􀁾􀀩􀁂􀁉􀀠811.;:·e rise and re<.itlces 􀁾􀀧􀁲􀀺􀀠 ci 􀁬􀁬􀁾􀁯􀀿􀀧􀂷􀀺􀀢􀁉􀀸􀀮􀀱􀀠 cracking. Sel tirl1e'3 are delayed. allOWing
􀀺􀁾􀀮􀀺􀀠 p(ope.r cl.;r.cement and finish · .:; ...'.lrlOl:i col(J 􀁪􀁏􀁉􀁬􀀩􀁴􀁾􀀮􀀠 ill hOI weaTher • r .:':i:;::-r,;. .'. :. 'c.: 'i:"lient 􀁉􀁲􀀬􀁣􀁲􀁥􀁾􀁳􀁥􀀮􀁳􀀠concrete density
.,,'. 􀀧􀀮􀁾􀀠 Jf':,·.,.('!'S Increased early and vlli 􀀧􀀭􀀧􀀺􀁬􀀺􀁾􀀮􀀠 c(I,Tlpr.;!ssive and flexural 􀁾􀀺􀀮􀀠􀁾􀀬􀁾􀀠;'.." & .... Fcr flah'v'Ork. 􀁡􀀻􀁊􀁛􀀩􀁬􀁲􀁣􀁡􀀺􀁲􀁯􀁬􀁣􀁾􀀠
􀁐􀁉􀁾􀀱􀀮􀀺􀀺􀀻􀁴􀁲􀀨􀁦􀁬􀁥􀁲􀀺􀁴􀀠 􀁡􀁣􀁾􀁳􀀠a& a 􀁦􀁬􀁲􀁬􀁬􀁳􀁴􀁾􀁉􀀺􀀱􀁾􀀠 􀁾􀁩􀁴􀀧􀁊􀀮􀀠 wori<ai.1iiity 􀁩􀁾􀀬􀀠 improved. ]lleedi .....,g ioS GO'1trolled and a .$l.:periOf Sl,rf2.C
9 finiSI) is obtained. .... l.ower Wai¥ c.err.enT ra!ios prov!do 􀁤􀁥􀁣􀁲􀁥􀁡􀁳􀁾􀁤􀀠permeat:i'rty a.nd irrcreassd dW9bi!iIY· Comblnatlor, wllh other Admixtures: Pla.!l:irnerit 􀁷􀁵􀁾􀁫􀁥􀀮􀀠BHec:ive
!y 85 2. 3i:)gle admi;a:.iuf6 or in (.Or"flCination witt, Ol.'""JN a,jlYlixwres Irr (:lO Sika SY5(Crr. , ' TO USE DOSAGE Addition rates 01 2 -4 II. oz.J100 􀁉􀁢􀁾􀀮􀀠 (130-260 rY\1/iOO
kg) cem8r.t are recommended fer general 00('l(;rete applicalions. Where 􀁥􀁸􀁾􀁥􀁮􀁤􀁥􀁤􀀠retardation is required l"iQSage !11.ay oe incraassd. P!sase contact your loca: Sika RlJpresentative
for informaticn and assistance. MIXING Add Plsstin',(:(lt 􀁾􀁜􀀡􀀠 ihe COr'lcre(e plar.l. Measure requireG Quantity manually or by aulorr:ate!j dispense(. Add in!o tha sand al l."le
'Uei!1!l hopper or inro th'e waler lint at :he batch 􀁰􀁾􀁡􀁮􀁲􀀬􀀠 When used ,n coml")ination wirh other adrnixtufes, Gare mus1 be taken to dispense 􀁥􀁾􀁣􀁨􀀠admixture separately Into
the mix. Do 101 mi;a:. with dry cement. -< , OR PLIlSTlAIEI'IT I 􀁾􀀧􀀢􀀠 PACKAGING 􀁐􀁬􀁡􀁳􀁴􀀺􀀨􀀺􀁬􀁥􀀮􀁾􀁬􀁴􀀠is ::'un:)lie(J 􀀺􀁾􀁉􀀠 55 ganor, (:;:0':liter) dr",Jr;ls and bulk
delivc!)· . STORAGE AND SHELP-LIFE PI(l.5\lme!"lt ShCL:ld be stored at abr,w: 􀀳􀁇􀁾􀁆􀀠(-: ee). If frozen. thfiW a::G 􀁡􀁑􀁩􀀬􀁡􀀺􀁾􀀧􀀠 􀁾􀀺􀀢􀁏􀀨􀁜􀀩􀁵􀁇􀁲􀀮􀁬􀁹􀀠 10 􀁲􀁥􀁾􀁌􀀺􀁲􀁮􀀠
:c .'""J(',rma: S'.,n:::· bSfCfG usa. She:f 'itt;:" w!ler. :1tored in dry 􀁷􀁡􀀧􀁃􀁾􀀬􀁃􀀻􀁬􀁾􀁾􀁾􀀠 􀁣􀁃􀁉􀁾􀁤􀁩􀁴􀁩􀁯􀀧􀀢􀀢􀁊􀁳􀀠􀁴􀁥􀁲􀁊􀁊􀀢􀁾􀁲􀀮􀀠50<'F ar-·d 50°F 􀀨􀀱􀀰􀁾􀁃􀂷􀀠
􀀻􀀿􀀷􀁾􀁃􀀩􀀠is one yea.... rr·ir.inwr.l. CAUTION Skin and 􀁾􀁹􀁥􀀠irri:ant: avoid ccmacL The t;,sa cl hJIOSH/MSHA approved 􀁲􀁥􀁳􀁃􀀧􀁩􀁾􀁡􀂭 tor, :HlfAty gosgles and rubber 􀁧􀁾􀁯􀁶􀁥􀁳􀀠,::.
􀀢􀁥􀁣􀁯􀁭􀁲􀁮􀁥􀁲􀀬􀁾􀁩􀁥􀁤􀀮􀀠Avoid breathing prOduct US!;! with 􀀮􀁡􀁤􀁥􀁱􀁬􀀬􀀻􀁡􀀺􀁾􀀠vAntiiatior.. Removecontar.-rinaled clotr.ing. FIRSTAIO Wa.sh skifl · ....ith soap ar.o water.
1:1 case cl eya contact. l!:..Jsh wl1r! water Ic!" 1:S minutes; ccr.tact a ohyslcian. 􀁗􀁡􀁳􀁬􀁾 clr)lhing 􀁢􀁡􀁾􀁯􀁦􀁥􀀠re-use. CLEANUP Contain and co!lec: with absorl)ent nla:enal
DIS Dose orin accc.rdance willi ;00;;.1 S\.'3le a!ld federa! 􀁲􀁥􀁧􀁌􀁉􀀡􀁾􀀡􀁩􀀨􀁊􀁮􀁳􀀮􀀠 ASTMCERTIFICATI(IN ASTM C-49&Types Band 0 COLOR Yellow/Green SPECIPIC 1.' 8 ± 0.5 pH CHLORILlES
% .-::0.1 
SUBMITTAL DATA JOB: Arapaho Rd. Improvements Phase II LOCATION: Addison, Tx. ENGINEER: Grantham, Burge, & Waldbauer, Inc. ARCHITECT: , .. CONTRACTOR: Texas-sterling Construction 4..
BRANCH:NRH W&S (#7734) DATE: 18 March 2002 THE QUALITY DISTRIBUTOR WITH SUPERIOR SERVICE 
',' Ultra-Blue ClOD AWWA C909 PC 150 PVC (MO) Pressure Pipe ) Molecular Oriented for High Strength and Superior Performance @uponor Uponor ETI 
@uponor Ultra-Blue™ ClOD Molecularly Oriented PVC Pressure Pipe .. Short Form Specification Pressure Class 150 psi -AWWA C-909 Scope This specification outlines the requirements for
Molecular Oriented Polyvinyl Chloride (PVCO) pipe for potable water systems and other pressure pipe application, and is manufactured to meet or exceed the requirements of AWWA C909.
When used for potable water systems, the pipe shall meet the National Sanitation Foundation Standard No. 61. Material Ultra-BlueT" shall be manufactured from Rigid Poly (Vinyl Chloride)
compound, with a cell classification of 12454-B in conformance with ASTM D1784. The gasketed joint system shall conform to ASTM D3139. Classification PVCO pipe will be made from standard
PVC plastiC pipe, starting stock having a Hydrostatic Design Basis (HDB) of 4000 psi. The finiShed PVCO pipe shall have an HDB of 7100 psi. ) .' Pipe Ultra-Blue™ sha II be manufactured
with ductile pipe O.D.'s in all sizes. Refer to Table 1 for dimensions and weights. The pipe shall be joined by means of an integral bell, rubber ring jOint conforming to ASTM D3139.
Spigot ends will be chamfered by the manufacturer. Unloading .. Normal care should b" taken during unloading and handling to prevent damage to the pipe. Never roll pipe off the truck.
Trench Preparation Trench depth of PVC pipe should be at least 24 inches or several inches below the frost line, whichever is greater. The trench bottom should be smooth and regular,
free of rocks and all hard objects to allow uniform support of the pipe. Narrow trenches may be used if the trench width is sufficient enough to allow for adequate tamping of 'the soil
around the pipe. Assembly Inspect bell, gasket and spigot to insure that they are clean and free of dirt or foreig n objects. Lubricate the pipe from the spigot to the assembly mark
with factory supplied lubricant. Align the spigot with the bell and push together by hand, or with a block and bar, until assemble mark on spigot is aligned with the end of the bell.
Radius of Curvature pvc pvc pipe can be installed with gradual curves by uniformly deflecting the pipe barrel. Minimum radii of curvature are in accordance with Uni-Bell recommendations.
Joint Deflection Joints are designed to permit 1° angular deflection without bell distortion. Fittings should be used to effect greater deflections. Thrust Blocking Care should be taken
to provide adequate thrust blocking at ail bends, inter.sections, ends and reductions in accordance with the engineer's recommendations. Standards PVCO Pipe shall conform to the following
standards: AWWA C909 -Stanflard SpeCification for Molecularly Oriented Polyvinyl (lhloride (PVCO) Pressure Pipe. ASTM D1784 -Standard Specification for Rigid Poly (Vinyl Chloride) (PVC)
Compounds and Chlorinated Poly (Vinyl Chloride) (CPVC) Compounds. ASTM D2241 PERFORMANCE REQUIREMENTS Standard Specification for Poly (Vinyl Chloride) (PVC) Pressure Rated Pipe (SDR
Series) ASTM 03139 -Standard Specification for Joints for Plastic Pressure Pipes Using Flexible Elastomeric Seals UNI-UNI-B-1 RECOMMENDED SPECIFICATION FOR THERMOPLASTIC PIPE JOINTS
Pressure and Non-Pressure Applications ANSI/NSF STANDARD NO. 61 -Drinking Water System Components -Health Effects UL STANDARD 1285 FM CLASS #1612 Uponor ETI Company. 1600 Stout St.,
Suite 1710 • Denver, CO 80202.303-893-1101 
Ultra-Blue™ ClOD MO PVC Pressure Pipe The Sealing System Backfilling and Testing -. 􀁾􀀠gasket sealing system is a combined lip and Backfilling should be done immediately after installing
􀁲􀁾􀀠 􀁟􀁾􀀬􀁮􀁰􀁲􀁥􀁳􀁳􀁩􀁯􀁮􀀠seal, which is retained inside the pipe each length of pipe. Backfill that will lay adjacent to 􀁾􀀠 f bell. Having the seal as an integral part of the
pipe the pipe should contain no large rocks. or hard clods. eliminates the need to insert gaskets in the field. It Tamp around and under the pipe to insure adequate makes a tight seal
in high or low pressure soil support. applications and offers little resistance when joining Pipe may be tested at any time after installation. pipe lengths together. Prior to testing,
make sure the line is properly thrust blocked. Pipe Dimensions and Weights Cj 'TABLE 1 Nom. Pipe Size in. rnm Pressure Class PSI 􀁀􀀷􀁾􀀠 Bell 0.0. Nom. in. rnrn Barrel 0.0. Nom. in.
mm Min. Wall Thickness t in. rnm Barrel 1.0. Nom. in. mm ,Nom. Stop 4 Mark v' in. mm Approx. Weight Ibslft 􀁉􀁢􀁳􀁾􀁮􀁴􀀠 6 (152) 150 8,41 (214) 6.90 (175) .209 (5.31) 6.48 (165) 5.75
(148) 2.8 56.0 8 (203) 150 10.79 (274) 9.05 (230) .274 (6.96) 8.50 (216) 625 (159) 4.8 96.3 10 (254) 150 13.15 (334) 11.10 (282) .336 (8.56) 10.43 (265) 6.75 (171) 7.1 142.0 12 (305)
150 15.50 (394) 13.20 (335) 0400 (10.16) 12,40 (315) 7.75 (197) 10.5 209.0 'plus or mmus 114" Local sales representatives in your area @Uponor ETI Company, More than just pipe uponor
1600 Stout St., Suite 1710' Denver. CO 80202 303-893-1101 • fax 303-893-4131 PLANTS/CUSTOMER SERVICE CENTERS: PLANTS: Buckhannon. WV ColumbIa, MO 409-760-2888 802-936-9203 HlOO.a24-3111
1·800·341-0053 Conroe. TX 1130 Phoeni)(, AZ Rev. 2199 UB6 
23U ) Compact Fittings -350 t12r' Recommended Sw,ifications i12r Application Information 􀁾 Ductile Iron -------t[USA ]1------'; Tyler Pipe/Utilities Division • P.O.Box 2027· Tyler,
Texas 75710 • (903) 882-5511 Union Foundry Company • P.O.Box 309 • Anniston, Alabama 36202 • (205) 236-7901 
MECHANICAL JOINT C 153 DUCTILE IRON COMPACT FITTINGS Sizes 3" thru 12" UL Listed For Fire Main Equipment Tyler/Union SAMPLE SPECIFICATIONS 3" THRU 24" MECHANICAL JOINT DUCTILE IRON FITTINGS
,hall be produced in the USA in accQrdance with all applicable tenns and provision, of ANSI/AWWA C153/A21.53 and ANSI! AWWA Clll/A21.11. All Duclile Iron Mechanical Joint (Only) fittings
are rated for 350 PSI working pressure, unless otherwise indicated. NOTE: Fittings are cement·lined and seal-coated in accordance with ANSI!AWWA Cl04/A21 A; 01,0 available double cement·lined
or bare, All coated fillings meet requirements of NSf-61. See list price sheet for details, JOINT OIMENSIONS IN INCHES K' J o C F A BOLTS Die. S C Die. DDia. FDic. J Dio. Kl Die. KlDia.
L T Size No. 3 3,96 2,50 4,84 4.94 4.06 6.19 7.62 7.69 .58 .62 .39 .33 'I, '/.x3 4 4 4.80 2.50 5.92 6.02 4.90 7.50 9.06 9.12 .60 .75 .39 .34 'fa '/"",3'/, 4 6 6.90 2.50 8.02 8.12 7,00
9.50 11.06 11.12 .63 .88 .43 .36 'I. '/,x3'/, 6 8 9.05 2.50 10.17 10.27 9.15 11.75 12.31 13.37 .66 1.00 .45 .38 'I. '/41'3'/, 6 10 11.10 2.50 12.22 12.34 11,20 14.00 15.62 15,62 .70
1.00 ,47 ,40 'I. '/.x3'/2 8 12 13.20 2.50 14.32 14.44 13.30 16.25 17.88 17.88 .73 1.00 .49 .42 'I. '/"",3'/, 8 14 15,30 3.50 16,40 16,54 15,44 18.75 20.31 20,25 .79 1.25 ,56 .47 'I,
' f,;x4 10 16 17.40 3.50 18.50 18.64 17.54 21.00 22.56 22.50 .85 1.31 .57 .50 'I. '/41'4 12 18 19.50 3.50 20.60 20.74 19.64 23.25 24.83 24.75 1.00 1.38 .68 .54 'I, '/..x4 12 20 21.60
3.50 22.70 22.84 21.74 25.50 27.08 27.08 1.02 1.44 .69 .57 'I. '/"",4 14 24 25.80 3,50 26.90 27.04 25.94 30.00 3158 31.50 1.02 1.56 .75 .61 'I. '/,X4'/2 16 ./') 􀀮􀁾􀀮􀀠􀁾􀀠 BENDS R
􀁜􀁾􀀠 . -..I \ lsi . I r1 45° Bend. (1/8) 22'/,° Bend, (1/16) 11'/,° 11/321 f i I. /1\/90° Bend, (1/4) Dimensions Dimen!ion.s Dimensions Dimensions Size T A R Weight A R Weight A R
Weight A R Weight 3 ,34 4,5 4.0 20 2,00 3,62 16 1.50 4.98 15 1.25 7.62 15 4 .35 5.0 4.5 26 2.49 4.81 22 1.82 6.66 21 1.55 10.70 20 6 .37 6,5 6,0 48 3.50 7.25 40 2.59 10.50 37 1.81 13.26
33 8 .39 7.5 7.0 68 4.00 8.44 59 2.85 11.80 51 2.06 15.80 48 10 ,41 9.5 9.0 136 5.01 10.88 86 3.35 14.35 67 2.32 18.36 61 12 .43 10.5 10.0 141 5.98 13.25 109 3.86 16.90 90 2.56 20.90
79 14 .51 12.0 11.5 220 5.50 12.06 164 3.93 17,25 148 2.59 2L25 133 16 .52 13.0 12.5 264 5.98 13.25 202 3.98 17.50 179 2.62 21.50 159 18 ,59 15.5 14,0 410 7.50 1450 325 7.50 30.19 292
7,50 60,94 320 '\ ., ;Ii .J 20 .60 17.0 15,5 505 8.00 16.88 368 8.50 35.19 364 8.50 71.07 346 24 .62 20.0 18.5 695 9.00 18.12 ' 481 9,00 37.69 481 9,00 76.12 457 Tyler Pipe/Utili.es
Division. p.o, Box 2027' Tyler, Texos 75710' (903) 882·5511 2 Union Foundry Company' P.O, Box 309. Annislon, Aloboma 36202' (2561236-7601 7·17·2000 
MECHANICAL JOINT C153 DUCTILE IRON Tyler/Union COMPACT FITTINGS Sizes 3" thru 12" UL Listed For Fire Main Equipment ') BENDS .'-""," .R /,, 􀁾􀁩􀀠 i '. 1-I T .J/i t 'r fl T -_... /-IL=y
LJLy---lI 90' Bend MJ x PE (1/4) 45' Bend MJ x PE (1/8) 22';.0 8endMJxPE{I/16) 11'/,' 8endMJxPE(l/321 Dimensions Dimensions Dimensions Dimensions Size T A '( R Weight A '( R Weight A
'( R Weight A '( R Weight 3 .34 4.5 10.0 4.0 20 2.0 7.5 3.62 17 1.50 7.00 4.98 16 1,25 6.75 7,62 15 4 .35 5.0 10.5 4.5 25 2.5 8.0 4.81 22 1.82 7.32 6.66 20 1.55 7.05 10.70 19 6 .37 6.5
12.0 6.0 45 3.5 9.0 7.25 37 2.58 8.08 13.50 34 1.80 7.30 13.26 32 8 .39 7.5 13.0 7.0 65 4.0 9.5 8.44 56 2.84 8.34 11.80 50 2.05 7.55 15.80 44 10 .41 9.5 15.0 9.0 109 5.0 10.5 10.88 83
3.35 8.85 14.35 66 2.31 7.81 18.36 60 12 .43 10.5 16.0 10.0 135 6.0 11.5 13.25 108 3.86 9.36 16.90 87 2.56 8.06 20.90 76 14 .51 12.0 20.0 11.5 220 5.5 13.5 12.06 165 3.93 11.93 17.25
152 2.59 10.59 21.25 137 16 .52 13.0 21.0 12.5 254 6.0 14.0 13.25 206 3.98 11.98 17.50 181 2.62 10.62 10.62 21.50 161 24 .62 17.0 25.0 1558710 7.5 16.2 14.69 460 9.00 17.00 37.69 455
9.00 17,00 76.12 475 f) ,R ,.:.-􀁾􀀠 90° Bend MJ x Flange '\ 45° Bend MJ x Flange lI/BI R \ \ 􀁉􀁾􀀠 11 '/,0 Bend MJ x Flange (1/4) ,.. (1/32) Dimensions Dimensions Dimensions Dimensions
Size T A Ii F Weight A R F Weight A R F Weight A R F Weight 3 .34 4.5 4.0 5.5 21 4 .35 5.0 4.5 6.5 28 2.50 3.56 4.0 34 1.75 3.81 4.0 34 1.50 5.12 4.0 19 6 .37 6.5 6.0 8.0 46 3,25 5.49
5,0 57 2.25 6,35 5.0 57 1.50 5.12 5.0 30 8 .39 7.5 7.0 9.0 73 4.25 7.93 5.5 83 2.50 7.62 5.5 83 1.75 7.70 5.5 50 10 .41 9,5 9.0 11.0 111 5.00 9.76 6.5 122 3.00 10.16 6.5 122 2.00 10.25
6.5 75 12 .43 10.5 10.0 12.0 153 6.0012.19 7.5 159 3.50 12.70 7.5 159 2.25 12.82 7.5 88 14 ,51 12.0 11.5 14,0 227 5.5010.85 8.5 207 ...... , B -.......16 .52 13.0 12.5 15.0 280 6.0012.02
9.5 290 r IT --t.-: .,&'==p'F'=1fF.--:'1i i C : ! ! 90' Swivel x Swivel Hydrant Ell E F D , , I Dimensions . __ I! I Size T A B C D E F R ·Weight 􀀭􀀮􀀻􀁾) -i 'v. __-6 .37 10.5 15.5
6.90 11.2 6.81 7.98 6.0 69 A 􀀢􀀽􀀧􀀭􀀭􀁾􀀠 "Weight includes two swivel glands. r 􀂷􀁾􀀭􀁆􀀭􀀭􀀭􀁉􀀠 Tyler 􀁐􀁩􀁰􀁥􀀯􀁕􀁴􀁩􀁬􀁩􀁾􀀮􀀬􀀠Division' P.O. Box 2027 -Tyler, Texo, 75710 -19031882,5511
7·17-2000 Union Foundry Company -PO, Box 309 • Annisfon. Alabama 36202 -12561236-7601 3 
MECHANICAL JOINT C 153 DUCTILE IRON Tyler/Union COMPACT FlnlNGS Sizes 3" Ihru 12" UL Listed For Fire Main Equipment TEES CROSS I To ·1: 􀁾􀀠 "" 􀁾􀀽􀀠 f-H !, H-.-f I J, H ' " , ; ::::
-----t----􀁈􀁾􀁈􀀠 r-::' . J, , li 1i To􀁾􀀠 '1J, :• 􀁾􀀠 􀁾􀁈􀁩􀁲􀁾􀀭􀀭 . 􀀢􀀮􀁾􀀠1': IIIT, T MJTee MJ x FE Tee MJ x Swivel Tee Cross T Dimensions Weight, Size T T' H J' J' J' MJ MJxfE
MJxst Cross 3 ,34 ,34 3.5 3.50 5.5 26 28 33 4x3 .35 .34 3.5 4.00 6.5 32 34 40 4 .35 .35 4.0 4.00 6.5 35 38 42 6x3 .37 .34 3.5 5.00 8.0 47 51 6<4 .37 .35 4.0 5.00 B.O 5] 54 62 6 .37 .37
5.0 5.00 8.0 10.50 60 68 77 80 8x3 .39 ,34 4.0 6.50 9.0 68 8x4 .39 .35 4.5 6.50 9.0 71 79 84 Bx6 ,39 ,37 5,5 6,50 9,0 11.50 80 86 99 108 8 10x3 10x4 .39 ,41 .41 .39 ,34 .35 6.5 4.0 4.5
6.50 7.50 7.50 9.0 11.0 11.0 11,50 90 83 83 102 89 116 115 98 f) \ '. " lOx6 .41 .37 5.5 7.50 11.0 13.00 93 110 119 118 10xS .41 .39 6.5 7.S0 11.0 13.00 113 115 129 138 10 ,41 .41 7.5
7,50 11.0 120 144 155 12x3 .43 .34 4.0 8.75 12.0 100 12x4 .43 ,35 4.5 8.75 12.0 104 lI7 123 12x6 .43 .37 5.5 8.75 12.0 14.25 115 133 138 140 12xB 12xl0 12 .43 .43 . 43 .39 .41 , ,43
6.5 7.5 8.75 8.75 8.75 8.75 12,0 12.0 12,0 14.25 123 153 , 126 • 174 178 198 149 155 187 212 14x6 .SI 􀁾􀀠.44 6.5 10.50 14.0 16.00 183 205 211 210 14x8 .51 .45 7.5 10.50 14.0 206 231
14xl0 .51 .46 8.5 10.50 14.0 229 244 255 14x12 .51 ,47 9.5 10:50 14.0 235 284 269 14 .51 .51 10.5 10.50 14.0 281 305 299 16x6 ,52 .45 6,5 11.50 15.0 17,00 229 239 248 250 16x8 .52 .46
7.5 11.50 15.0 248 260 264 16xl0 ,52 ,47 8,5 11.50 15.0 265 287 286 16xl2 .52 .48 9.5 11.50 15.0 281 312 310 16x14 .52 ,51 10.5 11.50 15.0 317 348 16 .52 .52 11.5 11.50 15.0 361 374
410 t Weights include swivel gland NOTICE: Weights published in this catalog are for shipping pvrposes only, Actval weights may vary because some 􀁾􀁬􀁉􀁩􀁮􀁧􀁳􀀠are produced in both
foundries, All fillinas are made in the USA and meet the AWWA standards to which they are designed, ." .. \ Compoct Ranged fillings are made to manufactvrer's standards, incorporating
AWWA C153 wall thickness and AWWAV Cll 0 laying lengths, • for weights of specific fillings, please contact Tyler Pipe or Union foundry Company. Tyler Pipe/Unline, Div;,;on • P,O. Box
2027 • Tyler. Te"", 75710' (903) 882·551 J Union Foundry Company' p.o. Box 309 • Anniston, Alabama 36202 • (256) 236·7601 7·17·2000 
MECHANICAL JOINT C 153 DUCTILE IRON Tyler/Union COMPACT FInINGS Sizes 3" thru 12" UL Usted For Fire Main Equipment :-) TEES (Continued) , T, '1.' 􀁾􀀠 I'" J, I "" ... -I ..... To-J i""
t "'" 􀁉􀀭􀁈􀀿􀀽􀁾􀀭 i -I-Hj-H-f' ... f MJ Tee MJ x FE Tee Dimensions Size T T' H Jl J' 18x6 .59 .44 6.5 12.5 15.5 18x8 .59 .45 7.5 12.5 18xl0 .59 .47 8.5 12.5 18x12 .59 .49 9.5 12.5
18x14 .59 .56 10.5 12.5 18x16 .59 .57 11.5 12.5 18 .59 .59 12.5 12.5 20x6 .60 .44 7.0 14.0 17.0 20x8 .60 .A5 8.0 14.0 20xl0 .60 .47 9.0 14.0 20x12 .49 10.0 14.0 " 20xl4 .60 .56 11.0
14.0 20x16 .60 .57 12.0 14.0 20x18 .60 .59 13.0 14.0 {"').' 60 20 .60 .60 14.0 14.0 24x6 .62 .44 7.0 16.0 19.0 2AxB .62 .45 8.0 16.0 24xl0 .62 .47 9.0 16.0 24x12 .62 .49 10.0 16.0 24x14
.62 .56 11.0 16.0 24x16 . 62 .57 . 12.0 16.0 24x18 .62 􀀮􀀵􀁾.􀀠 13.0 16.0 24x20 .62 .60 15.0 17.0 24 .62 .62 17.0 17.0 MJ X FE Flange Dimensions ore on Page 6 MJGLANDS L,! P Glands
Size Weight Size Weight 3 3 12 12 4 4 14 16 6 6 16 20 8 8 18 25 10 11 20 29 24 38 Retainer Glands, page 8 􀁾􀀭􀁖􀁁􀁒􀁉􀁁􀁂􀁌􀁅􀀠 , .... Swivel x Solid Adapter with Swivel Gland Size
by Wall .laying length Thickness Weight 6x13 .37 46 6xJ8 .37 58 6x24 .37 74 8x12 .39 51 rii1VARIABLE -ri:1 Swivel x Swivel Adapler Size by Wall I laying length Thickness Weight To '1:
II J'L 􀁾I 􀁺__􀀠_____􀁾􀀠___ I-Hi . T ' 􀁾􀀮􀀠' . il 􀁆􀀱􀁩􀁌􀁾􀀧􀀠 , .': ": J, 􀁔􀁯􀀮􀁾􀀠 􀁾􀀠 [' !-"""" "'" --+--rlTi H... f "" MJ x Swivel Tee MJ Weights J' MJxFE tMJxS 18.0 275
261 278 280 351 286 370 415 445 490 19.5 335 362 358 383 410 432 475 530 560 605 21.5 448 451 461 475 516 549 580 , 585 ... 625 744 675 740 947 t Weights include swivel gland. MJxPExMJTee
Drmensians 6x12 .37 28 Size T T' H JI Z Weight. 6x18 .37 49 6 37 .37 5.0 5.0 11.5 57 6x24 .37 52 8x6 .39 .37 5.5 6.5 11.5 79 8 .39 .39 6.5 6.5 12.5 83 10 .41 .41 7.5 7.5 13.0 133 Tyle'
Pipe/Unline, Division' P.O. Box 2{)27' Tyle(Texas 75710 '19031882-5511 7·17·2000 Union Found'}' Company. p.o. Box 309 • Annislon, Alabama 362{)2 '12561236·7601 5 
MECHANICAL JOINT C153 DUCTILE IRON Tyler/Union COMPACT FITTINGS Sizes 3" thru 12" Ull.isted For Fire Moin Equipment ...􀁾􀁾􀁜. WYES ;.""j REDUCERS 􀁾􀁙􀁾􀀭􀀭􀀭􀀭􀀭􀀭􀀫􀀭􀁁􀀠 @􀁾􀀠 T
• T t 􀁬􀁾􀀠I I -I T l I T. ·Wye. MlxMl MlSEBxPE MllEBxPE PE x PE Dimensions Dimensions Size A Y T T' Weights MJ US lEB PE Weights 3 2.0 8.5 .34 .34 36 Size T T' L L l L MJ SEB LEB PE
4x3 1.0 9.0 .35 .34 40 4x3 .35 .34 4.0 9.5 9.5 15.0 18 17 18 17 4 2.5 9.5 .35 .35 45 6x3 .37 .34 5.0 10.5 10.5 16.0 26 25 27 20 6x4 1.5 11.0 .37 .35 67 6x4 .37 .35 4.0 9.5 9.5 15.0 27
26 27 26 6 3.0 13.0 37 .37 93 8x4 .39 .35 5.0 10.5 10.5 16.0 36 34 36 33 8x4 0.5 13.0 .39 .35 93 8x6 .39 .37 4.0 9.5 9.5 15.0 40 37 39 41 8x6 2.0 14.5 .39 .37 113 10x4 .41 .35 7.0 12.5
12.5 18.0 47 46 51 8 3.5 16.0 .39 .39 136 10x6 .41 .37 5.0 10.5 10.5 16.0 47 48 52 48 10x4 0.0 15.0 .41 .35 118 10x8 .41 .39 4.0 9.5 9.5 15.0 54 52 52 47 10x6 1.0 16.0 .41 .37 136 12x4
.43 .35 9.0 14.5 14.5 20.0 67 61 68 60 10x8 10 2.5 3.5 17.0 19.0 .41 .41 .39 .41 170 199 12x6 12x8 .43 .43 .43 .37 .39 7.0 5.0 12.5 10.5 12.5 10.5 18.0 16.0 67 64 58 62 66 65 58 60 '􀀧􀀨􀁾)􀀠
. 12x4 0.0 16.5 .43 .35 150 12xl0 .43 .41 4.0 9.5 9.5 15.0 78 62 65 59 12x6 1.5 IS.5 .43 .37 186 14x6 .51 .44 9.0 17.0 14.5 22.5 110 107 112 12x8 1.5 18.5 .43 .39 188 14x8 .51 .45 7.0
15.0 12.5 20.5 104 107 108 12xl0 3.0 20.0 .43 .41 223 14xl0 .51 .46 5.0 13.0 10.5 18.5 100 102 100 12 4.5 22.5 .43 .43 272 14x12 .51 .47 4.0 12.0 9.5 17.5 100 101 100 100 t14 6.0 25.0
.51 .51 474 16x6 .52 .45 11.0 19.0 16.5 24.5 132 131 144 128 16x6 0.0 21.0 .52 .45 300 16x8 .52 .40 9.0 17.0 14.5 22.5 132 128 136 132 16x8 0.5 22.5 .52 .46 349 16xlO .52 .47 7.0 15.0
11.5 20.5 128 124 128 123 t16x12 3.5 25.0 .52 .48 453 16xl2 .52 .48 5.0 13.0 1•.5 18.5 125 123 119 113 t16 6.5 28.04 .52 .52 575 16x14 .52 .51 4.0 12.0 12.0 20.0 140 139 138 133 􀁾􀀠
• NOI included in AWWA CTS3. t Roted 01 250 psi. 18x8 18xl0 18x12 .59 .59 .59 .45 .47 .49 14.0 12.0 10.0 22.0 20.0 18.0 19.5 17.5 15.5 27.5 25.5 23.5 201 196 185 180 180 170 195 185
190 Size T 18x14 18x14 .59 .56 8.0 16.0 16.0 24.0 190 181 200 􀁾􀁬􀁡􀁮􀁧􀁥􀀠Thickness of 0.1. Class 350 MJxFlange Fittings 3 4 6 8 .60 .63 .63 .70 18x16 20xlO 20x12 20x14 .59 .60 .60
.60 .57 .47 .49 .56 7.0 14.0 12.0 10.0 15.0 22.0 20.0 18.0 15.0 19.0 17.5 18.0 23.0 27.5 25.5 26.0 196 225 210 208 180 210 208 198 190 210 210 205 I (+.062) 1-.006 10 12 14 .75 .81 .87
20x16 20x18 24x12 .60 .60 .62 .57 .59 .49 8.0 7.0 16.0 16.0 15.0 24.0 16.0 15.0 21.5 24.0 23.0 29.S 225 233 320 215 220 300 222 310 , I 􀀭􀁾􀀠 T T 16 18 20 .90 .93 .96 24x14 24x16 24x18
.62 .62 .62 .56 .57 .59 14.0 12.0 10.0 22.0 20.0 18.0 22.0 20.0 18.0 30.0 28.0 26.0 315 325 325 325 319 310 335 310 ' ..􀁾􀀧􀀢􀀠 I 24 1.00 24x20 .62 .60 8.0 16.0 16.0 24.0 315 305 .
... )1 ''"''./Tyler Pipe/Ulililies Division' P.O. Box 2027 ' 􀁔􀁾 ",xas 75710 • (9031882·5511 6 Union Found')' Company' P.O. Sox 309' Annislon, Alabama 36202 '1256)236-7601 7-17-2000

MECHANICAL JOINT C153 DUCTILE IRON Tyler/Union COMPACT FlnlNGS Sizes 3" thru 12" UL Lisled For Fire Main Equipment j SOLID &TAPPED PLUGS &CAPS ./T 31f-1211 14"-24" 311-12" 14n ..2411
MJ Plug MJCop Dimensions Max. Weight. Size T Tap Plugs Caps 3 .46 4 10 6 .46 8 .46 10 .56 12 .56 14 .62 16 .62 18 .65 20 .66 24 .68 .j" 2 8 8 .46 2 8 2 18 17 2 26 25 2 36 35 2 46 44
2 79 85 2 100 93 2 130 122 2 160 152 2 202 202 TAPPED TEE !»z 􀁾􀀠 I ,.. t -. MJ Tapped Tee 12" Tap) Size T Weights 3 .34 19 4 .35 23 6 .37 37 8 .39 53 10 .41 68 12 .43 88 16 .52 164
(6 -12-inch) 3 fnside Diameter Bolteir':!e Weight 4 Size 1+.O7-.03} 1+·.06} Lb,. 4 6 a 10 12 Split glands work wil. slondard MJ gaskets and slandard Head bolts. 􀀧􀀬􀀧􀁾.\ :-J Glands
are siipped i. halves and do nol need separafe -<.J bolts. Head holfs alone hold tit. halves losether. MJ Compact Split Repair Glands 4.90 7.50 7.00 9.50 9.15 11.75 11.20 14.00 13.50
16.25 6 4.0 8 5.0 10 6.0 12 7.7 14 10.2 16 20 SOLID SLEEVES T f I 1T , I,-+IDimensions Weights Size T l' L' Short 3 .34 7.5 12 13 19 4 .35 7.5 12 17 24 6· .37 7.5 12 28 39 8 .39 7.5
12 38 53 10 .41 7.5 12 49 68 12 .43 7.5 12 56 82 14 .56 9.5 15 111 141 16 .57 9.5 15 137 172 18 .68 9.5 15 160 200 20 .69 9.5 15 212 269 24 .75 9.5 15 272 377 ADAPTERS 􀁲􀀭􀁾􀀭􀁪􀀠 T
MJxFE FE x PE Dimensions Weights l' L' MJxFE FExPE 12 12 12 12 12 12 12 12 20 24 24 36 36 56 52 75 69 80 88 126 166 149 275 .34 .35 .37 .39 .41 .43 .51 .52 .60 6 6 6 6 6 6 6 6 6 Tyler
Pipe/Unlin", Divi,ion -P.O, Box 2027' Tyler. Texa, 75710' (903} 882-5511 7-17-2000 Union Foundry Company -P.O. Box 309' Anni""". Alabama 36202 -12561236-7601 7 
MECHANICAL JOINT C 153 DUCTILE IRON Tyler/Union COMPACT FITTINGS Sizes 3" thru 12" Ul Listed For Fire Main Equipment DUAL PURPOSE CUTTING-IN SLEEVE MJ" FE Culling-In Sleeve with Ougl
Purpose Accessories ! t 􀁾􀀭􀀭􀀮􀀭􀁾􀀠 f"--L,Dimensions Shipping Wt. Size For Pipe Size L Ll T Assembled 4 4.80-5.000.D. 10 9.5 .35 33 6 6.90-7.100.0. 10 9.5 .37 50 8 􀀹􀀮􀀰􀀵􀁾􀀹􀀮􀀳􀀰􀀠O.D.
10 9.5 .39 67 10 11.10-11.400.0. 10 9.5 .41 122 12 J 3.20-J 3.50 0.0. 10 9.5 .A3 J57 1.---L-􀁾􀀠 Flgnged ends are faced and drilled per ANSI!NNWA ClI0/A21.10. Mechanical joint ends are
designed 10 receive both standard gnd oversize grgy or dudile iron pipe as shown above. TYPICAL CUTTING-IN SLEEVE INSTALLATIONS VAlVE INSTAUA110NS METER SETIINGS 
.. ---.,;" , .. ,. -'.' , ::.; ," Restraint -". ..-' ",'-. &: ', .. Devices for PVC Pipe Featuringthe .' . 2000PV Series E B A A I RON SAL E S, INC. 
Series 2000PV MECHANICAL]OINT RESTRAINT GLANDFOR USEWlTH C-900 OR IPS OD PVC PIPE Approved 2DOCPV mechanicaJ joint restraintS can be used 0tI borh C-900and IPS 00 PVCpipe. A spaceri$ proWled ,_ under each limiting screw to accommo·
datQIhe different diametets. TIle 2000PV mechanical jOint restrnint is the fastest and most economi· cal method of restraining PVC pipe to mechanical jOints. Now the need for costly
concrete thrust blocks and corrodible steel tie rods is elinlinated. It mn be used in straight aligrunent or at the pre-set deflection recommended fur the mechanical jOint. The 2000PVwas
the first PVC joint restraint to be tested to UNI·B13, Undenvriters Laboratories, and Factory MutuaL Meets ali of the requirements of Li'.'l-B-13 "Recommended Standard Perfurmance Specification
for Joint Restraint Devices for use with Polyvinyl Chloride (PVC) pipe." UL-listed in the four through twelve inch sizes for joining ULlisted ductile iron fittings to UL·listed, Class
1;0 PVC pressure pipe. The maximum allowable joint deflection is five degrees. FactOry Mutual approved for use on ORIS PVC pipe in four through twelve inch sizes. r-. I For Installation
on IPS PVC Pipe remove spacers and replace screws. 􀁾􀁾􀀤􀁐􀀧REM􀁃OV􀁟E Instan per 􀁩􀁮􀁳􀁬􀁾. 􀁏􀁏􀁓􀀮􀀠􀁾􀀠 For installation on C.OOO PVC Pipe use as receiVed and install pet instructions.
'I' t. IPS PYl; PIPE c..900 I've PIPE C IPS PVC PIPE c-9OO PVC PIPE The fastest and most economical method of Iss/raining PVC pipe10mechanical joints. Eliminates casliy conctete thfUSt
blocks andcorrodible steo( lie reds. The pressure rating for the 2000PV jOint restraint is the standardized pressure rating ofthe PVC pipe on which ills used. 2000PV joint restraints
can be used on both 􀁾􀀭􀀹􀀰􀀰􀀠and IPS 00 PVC pipe, 3" through 12', STANDARDIZED PRESSURE'RAllNGS FOR ORDINAIIYWATEB" WORKS WITli TRANSIENT SURGES ONLY. RATINGS ARE FOR PVC PlPE·AND
2000 PV. • AHSUAWWA e900 AS1"M02241 ClOD IPS OD OR14 200 PSI SDR17 250 PSI DR1S 150 PSI SDR21 200 PSI OR 25 100 PSI SDR26 160 PSI RATINGS RATINGS FOR PEAK PRESSURES USEO IN SEWAGE FORc;e:
MAINS AND OTHER INSTAlLATIONS DESIGNED FOR CYCLIC SURGES OF 1·MILUDN CYCLES, RATINGS ARE FOR PVC PIPE AND 2000 PV. AHSVAWWA C900 ASTMDZ/41 ClOD fPSOD DR14 200 PSI SOR 17 200 PSI DR 1S
150 PSI SOR21 160 PSI OR 25 100 PSI SDR26 t28 PSI 
--2000 PV JOINT RESTRAINT FOR PVC PIPE Sample Specifications Listings and Approvals Mechanical joint restraint shan be incorporated into the Sizes 4" through 12" arc listed by Underwriters
design of the follower gfand. The restraint mechanism shall Laboratories, Inc.. category HJKF"Fiuings, RetainerType," consist of a plurality of individuaUy-acruatcd gripping with a deflection
angle of five degrees when used on ULsurfaces (0 maximize restraint capability. Glands shall he listed, Class 150 PVC pressure pipe and a UL-listed manufactured of ductile iron conforming
to ASTM A53<Hro. appurtenance. TIle Usttng number is EX2836. The gland shall he such that it can replace the Sizes 4'" through 12" are approvt..-xi hy Factory Mutual standardiz<..,«
mechanical joint gland and can be used with the for usc on approved I>R18 PVC pipe. and sizes 4" through standardized mechanical joint bell conforming to 10" are approved fneuse on DR14
PVC pipe and mechanical ANSI/AWWACIII/A21.11 and ANSI/AWWA C153/A21.53 of joint appurtenances. Jatest version. Twisc off nuts. sized same: as 􀁴􀁥􀁥􀂷􀁨􀀨􀀮􀁾􀁤􀀠bolts. The 2000PV restraint
exceeds aU requirements of shan be used to insure proper actuating of restraining ASI'M F1674-96. devices.. The restraining glands shall have a pressure rating equal to chat of the pipe
on which it is used. The restraining glands Special Notes shall have been tested to ASfM F1674-96. be listed by 􀁅􀁂􀁁􀁁􀁾􀁓􀁥􀁡􀁬􀁭􀀠gaskets are provided With the 30" and 36" Underwriters
Laboratories, and be:: approved by Factory 2000PV restraints to {adUtate easier assembly of the Mutual, The restraint shall be the EBAA Iron Series 2000PV or 􀁾􀁣􀁨􀁡􀁮􀁩􀁣􀁡􀁛􀀠joint.
and acc required on the above referenced approved equal. sizes to obtain the pressure ratings and safety factors shown. For test pressures above the rated pressures, consult the engineering
department of EBAA Iron, Inc. (or 􀁲􀁥􀁣􀁯􀁭􀁾 Patent Information The products presented herein are covered by one or mendations. more of the following patents: 4627774.4696903.5071175.
Dimensional Data ......., PVCPIP.E..O..D.,.. ClOD NO.OF ".OF PwmtNllrS 􀁾􀁐􀁅􀀠 AWA on" SERIES C 0 F J M X we""", BOI." P TWlmDOFF K. "'" waGl<T C900 0"" 2003PV 4.84 1.55 3.60 6.19 0.50
314 4 4 9.8 8.6 7.69 3 7.0 3.5 2004PV 5.92 1.68 4.90 7.50 0.50 716 4 4 10.5 9.5 9.13 4 8.8 4.8 4.5 Zf 'V 8.02 1.68 7.00 9.50 0.50 716 6 6 13.0 12.1 11.13 6 12.1 6.9 6.63 2, !.J 10.17
1.68 9.15 11.75 0.62 718 6 6 14.5 13.6 13.38 8 16.3 9.05 8.63 􀀨􀁾, 2010PV 12.22 2.10 11.20 14.00 0.62 716 8 8 17.0 16.0 15.63 10 26.0 11.1 10.75 2012PV 14.32 2.10 13.30 16.25 0.75 7/8
8 8 19.0 18.1 17.86 12 31.4 13.2 12.75 2014PV 16,40 2.25 15.49 18.75 0.88 7/6 10 10 21.7 20.9 20.36 14 47.6 15.3 -.2016PV 18.50 2.25 17.58 21.00 0.68 716 12 12 23.8 23.0 22.63 16 52.8
17.4 2018PV 20.60 2.25 19.68 23.25 1.13 7/8 12 12 25.9 25.1 24.66 18 61.B 19.5 2020PV 22.70 2.25 21.79 25.50 1.25 7/6 14 14 28.0 27.2 27.13 20 70.9 21.6 -.2024PV 26.90 2.75 25.99 30.00
1,42 716 16 16 32.3 31.5 31.63 24 92.9 25.8 -.2030PV 33.29 2.70 32.22 36.68 1.50 1 1 1/8 20 20 38.5 37.7 39.12 30 128.5 32.0 -.2036PV 39.59 2.70 38.52 43.75 1.50 1 1/6 24 24 44.8 44.0
46.00 36 161.3 38.3 , .... x r seCTION A-A seCTIONB-B EBAA"IRON™ EBAA IRON SALES, INC. .A _--..._-"Your connection to thejuture"TM P.O. BOX 857 EASTLAND. TEXAS 76446 USA 254/6291731
80014331716 FAX 254/6298931 e·mail:cbaa@eastiand.ne[ Visit our Website:www.ehaa.com 
•t 
· '. . .'-." 􀀬􀀬􀀭􀀮􀁜􀀧􀀻􀀢􀀢􀁾􀀧􀁽􀀮􀀻􀁾􀁾􀁾􀁾􀀾􀀻􀁃􀁜􀀢􀁾􀁾􀀭􀁾􀀢􀀻􀀭􀁾􀀢􀁘􀀢􀁾􀁴􀀢􀂣􀂷􀀭􀀨􀀩􀀮􀁴􀁾􀁢􀁾􀁔􀁴􀁾􀂷􀁨􀀽􀀺􀁪􀀧􀁩􀀭􀀬􀀾􀀭􀀢􀀧􀀻􀀺􀀷􀁾􀁾􀀮􀀬􀀬􀁾􀀺􀀧􀀻􀀧􀀻􀁪􀀻􀀺􀀧􀀺􀁾􀀢􀀺􀀧􀀺􀀺􀀧􀁾􀁾􀀧􀀬
􀀻􀀢􀁾􀀻􀁾􀀬􀁽􀁟􀁾􀁾􀀠 -POLYWRAP (p.olyethylene Encasel}lent for Ductile Iron Pipe) ,, Allpolywrap supplied by Standard Hardware, Inc. will meet or exceed tlte following specifics: AWWAC105
ASTM D1248-84 Thickness: 8 mil (tolerance +/-10%) Material: Linear low Density, Type I, Class C-Black, Grade E-1, Manufactured from 100% virgin resin. Colors & Clear....., same specifications.
.. Tensile Strength: 1200 PSI (8.3 MP) minimum Elongation: 300% minimum Dielectric Strength: (raw material) Volume resistivity ohm*cm=10 Dielectric Strength: (finished film) 800V/mil
(31.5V/um) thickness minimum 
STANDARD HARDWARE 413 PVC PIPE WRAP TAPE <, PHYSICAL PROPERTIES ETC. COLOR: BLACK WIDTH: 413-2",413-4" & 413-6" LENGTH: 100FT. MIL THICKNESS: 10 MIL TENSILE STRENGTH: 25LBSIINCH ELONGATIONATBREAK:
200% , ADHESION TO STEEL: 200ZIINCH " 􀁁􀁄􀁈􀁅􀁓􀁊􀁏􀁾􀁊􀁏 BACKING: 200Z/INCH DIELECTRIC STRENGTH: 1250 VOLTSIMIL MEETS OR EXCEEDS SPECIFICATION ASTMD-1000 .. 
CONSTRUcnON AMERICAN FLOW CONfROL A. 5-1/4" PACERFIREHYDRANT TRAVEL STOP NUT-Provides 0 positive limft to main roo travel. 361l" NOZZLE SECTION ROTAnON111e Wateraus stainless steel retaining
ring system allows 3600 rolalian by merely loosening !he flange baits. and iurnlng !he nozzle SecliOfl to the exact position desired. TRAFFIC SECOON·Parts are designed to breaK at !he
ground line. Simple low cost repair kit available. ALL 􀁂􀁒􀁏􀁎􀁚􀁾􀀠DRAIN-No composition. plastic, rubber or leather face to wear. peel or crack. 􀁩􀁾􀁾􀀭􀀭􀀭􀁾􀀭􀁾􀀺􀀺􀀺􀀺􀀺􀀺􀀮􀀮􀀺􀀺􀀺􀀺􀀽􀀺􀀺􀀺􀀺
􀀺􀀽􀁾􀀠TWO PIECE OPERAnNG NUT·Ductile L 􀁌􀀺􀁴􀀺􀁴􀀺􀀽􀁟􀁾􀀭􀀭􀁬􀀭􀀭􀁈􀁲􀀭􀁾􀀭􀀭􀁾􀂷􀀭􀁉􀁎􀁔􀁅􀁇􀁒􀁁􀁌 CAP NUT AND LOWER !l,.lJQ7 FLAT BOTTOM AND STRAPPING LUGSAIl standord to make
solid, straight Installation faster and easier. iron upper section provides strenglh for wrenching. lower portion is bronze for smooth operalian and corrosion reststance. MECHANICALLY
ATTACHED NOZZLESField replacement of damaged nozzles In minutes by one persan. CENTRIFUGALLY CAST DUCnLE IRON 0 BARRELS-Stronger, smoother and more uniform than static cast barrels.
•, BRONZE TO BRONZE SEATlNG·O·ring protected bronze valve seal threads Into a bronze insert in the hydrant bottom. WASHER·Pratects roo threads from cor· rosion and makes servicing easy,
Valve assembly locked in place. It cannot detach aCCidentally. o Fully complies wllh AWWA C-502 and Is available in configurations which are UL Usted and FM Approved. 1 
SECTIONALDRAWlNGSlDIMENSIONS AMERICAN FLOW CONTROL A. 5-114" PACER FIRE HYDRANT o 􀀬􀁾􀀠 2-1/2 IN, HOSE CONNECTION (THREAD SIZE: 0.0. X T,P.!.) OPERATING NUT ." , \ 3 IN .• 3-112 IN.,
4 IN., 4 ·112 IN, OR.5 IN. PUMPER CONNECTION i _.-, 4·3/4 L __-t:==r=::J r BURY 1',6" TIiAU 11'·S· DEPTHS AVAILABLE NOMINAL UPPER STANDpIPE GROUNDt.INFGROOVE -7.JJ8 OIA (THREAD SIZE:
a.o,x !.PJ,) OPTIONAL ROCKER LUG CAP 6" BOTTOM End ConnecNon l M N , Flanged 8·114 II ! 6 ! Mechanical Jaint 7-13/16 10 7·1/32 i . Tytan ...--] 9-1/16 8-21/32 7-1/32 ! PVC 9-11/16 8-9/32
6·314 I 8" BOTTOM I End Conneclion ! l M N , Mechanical Joint 9-518 12 9-3116 --... [ " r·-c n ' ::Ci-r 􀁛􀁾􀀫􀀭􀁈􀁉􀁌􀁩􀀮􀀠 r r o f=-"",,.,,[J! ... ---:..._-------1 FLANGED CONNECTION
MECHANICALJQINl CONNECTION TYTON JOINT CONNECTION PVC JOINT CONNECTION 2 
54 PARfSllST AMERICAN FLOW CONTROLA 5-1/4" PACERFlRE HYDRANT " " " " . NOTES 1. 250 p.,.i.g. rated woIking pressure, 2. Meets or exceeds all requiremoois of AWNA C-S02. 3. May be ordered
In configUi" i aIiOOS which ore UL LIsted and FM approved. 4, Nominal tJ.ms to open Is 18. Ref NO. 3 5 6A 6il 6C 7 8 9A. 96 to 11 12 16 17 17A 17B 25 20 '2fI 29 30 31 34 35 36 37 40
5' 56 57 59 60 61 61 628 63 64 67 71 72 77 81 82 83 S4 85 66 87 8e 59 90 92 "'"" 101 102 113 116 117 118 119 I)aCRlPTlON 04ing (towervotve .seat). 5-518 x 5-7/8 lower SfOodpipe QO$ket
Hex hd bolt. 518·11 x 3-3/4 In. Hoxhdbolt, 518-11 II 3 In. Hex nut. 518-11 DroIn plunger Cotter pin. 1/4 x 1·1/2 In. Nozzle cop chain. Sf"">l!e or double NoWO cop, hose or plIfT'!per
COp gasket, hOse Of pumper Nozzle. hose or 􀁰􀁵􀁭􀁾􀁲􀀠 Aothdscrew.l/4·20xll2ln. Operol\1Q nut (OJ'iE':-plecej Lower operatlng nut Upper operatlng nut Valve rod bushing {Included wlih
71 &. 28) Rod Assembty {Includes 25) lnon·traffic mode1) lower standpipe f1'fOffic modeij stondplpe (non-TrOffic model) CTossorrn VOlvo soot UPP\3f valve washer Moin valve t\Jbbel lowet
'K:iVO washe: _OOHom Upper standpipe (Tloffic model) Drain bushng Support wheel Q-thg (Operating nut), 1-1J2 x. 1-3/4 O-rIng {5-.Jpport wheelj, 1-1/8 x1·3/8 NoZZle secoon Bury depth
piela Bury depth plate wosner Upper standpipe J'ionge Stondplpe rronge Flt:IflQi:t lock rt'lg Coupling Sleeve {2 ho.Vesj U,oper rod assembly {includes 25) (Trofflc model) lower rod (Traffic
mode1) O-llng {Upper volve seatJ, 5·7/8 x frl}6 Groove pin, 3132 x 7/1610. D-ring (Uppel tube seal], 2-318 x 2-5,t8 O-rlng (Lower fubeseol), 1·7/Sx2-1ffl Support wheel gasket ! support
tuoe .. Slop nut r -8 Coupling nut. 1/:1-20 Coupling slUd 1/2-20 x: 2·9116 In. Nozzle secnan bushing 'l'hru$I (.ng Upper slondPipe gaSkef VoNe scat Insert Pipe plug, 1/4 N?T 􀁾􀁩􀁥􀁲􀁤
nut Groove pin, 114 x 2 h Breoroble ffange o.r.ng (pumpe; flOZ21eJ. 5-1/4 x 5.J/4 Pumper roWe lefoiner Q.rlng (hOSe noWe). 3-1/4 x 3·5/8 Haze nozzle retainer SUBMInAL DATA MAlIRlAL 8uno
N Neoprene Zinc plOled steel Zinc pIOled steel Zinc ploled steel Red bross sra!nless steel Zloc{)IOIed sleet Ducllle 100 Neop;_ Bross Stainless steel "'ome Ductile iron Red brass .""""
Steel rod CenfJifugoly cost ductile l"On pipe Cenlrilugalty cosl 􀁣􀁩􀁊􀁣􀁬􀁾􀁥􀀠iron ppe Bronze Bf""'" Ducllie iran lkelnone Ducli!elroo DucHIe Iron Cenmtugolty cost ductile iron pipe
"'= BtnO N BUIlO N Ductile Iron AhJmlmJm liric p:oted steel Duclile iron Duchle iron Stainless steel Cast Iron steel rod Steel rod Buon N Secy!llum copper Buno N BunaN Buna N DuclFe
iron Zinc ploted $feel BlOss Sioiniess steel Bross Tenon Neoprene 8tonre Bross Ductie iron S1oin1ess steel Ductile iron Suno N Duclile !It", Buno N Ducble iroo '" --.--------.1 " l--..-ji-----..
r-lt=====: r--·--_"87 '" " " " _----I!17 ," " " Depth of french or bury Inlet pipe connection size •. Type of base connection IPoInt color • Number of hOse nozzles Steamer nozzle size
1 ! Hose nozzle size NOZ2Ie cap chains ·yeSINoI Direcfioo to open i City Specincafion I i steamer nozzle Yes I No I I 3 
i FEATURESIBENEFITS AMERICAN FLOW CONTROL A. SPEClFICATIONS 5-1/4" PACER ARE HYDRANT FEATURES The Waferous Pacer's sleek and stylish design bends perfectly 􀁷􀁾􀁨􀀠 today's modem archltectUie.
The Pacer is raled fO! 250 p.sJ.g. and exceeds all of ihe requJrements of AWWA C-502. Ducftle iran construction assures slfength and dlllobility. InlfadUCed In 1967, the Pacer tire hydrant
pravldles rool solUlions to • laday's system demands. With many clties experiencing increased pressure 10 stretch their dollors 􀁾􀀠􀁾􀀠important to nole thai the Pacer hydrant can be
mainlolned by lust one person. ll1e removal ollolll nuts and balls OIlows access to all worl<lng parts. 1he Pacer hydront 􀁾􀀠loaded with all of the feafures expected from a hgh qualify
fire hydrant. The all branle seat and branle seat Insert assure that the Pacer hydrant remains eo", to repail. The Pacer has been manufactured for more than 30 yealS while stili maintaining
complete parts Inlerchonge· ability. The Pacer hydrant has these standard fealures: • All braille drain • Tr<IveI slop nullocaled In top of hydrant • Easy 360· rotation of nozzle section
---_..... _-_.__..... _, 250 p.s,i.g. working pressure rafing , Shelf tested at 500 p.s.I.g. • Sealed lubricaIlon chamber -OVer 30 years of continuous paris interchangeability 􀁾􀀠 Duc;:tile
iron nou:le section, upper" tower sland pipes" hydrant base . Bronze-fa-bronze seating 􀁾􀀠Bronze cross arm BENEFITS Easy Nozzle SectIon Rofafion 1he Pacer's exclusive stainless steel
flange lock nng alaws 360 degree rOlafion of nozzle sacNon by me<ety loosening four boHs and fumhg nozzle section to the exact posffioo reqJ'ed. This Is : done wiIhout domage 10 barrel
gaSI<eIs, • Sealed Lubrlcafion Chamber O-nngs seal the operaftng threads • from moisture and retain lubricant which L:'ea!ly reduces routine maintenance. All Bronze Drain No compasilion
rubber, ploslic Of leather 10 woor, chip ar crock. Vlrlually 00 leaks, nor adjustments Ole ever required. Bronze sliding drain valve Is flee ta center lIseil sa nalways closes tlghffy,
even if a foregn objecl gels Inlo the barrel. Top Travel Slop Nul HelpS prevent stem buckling and damage 10 bronze components. ..t SPECIFleAllONS F,e hydrants shoj meet or exceed AWWA
C502. latest revision. Rated WOIking plesstJre shall be 250 p.s.i.g., test pressure sho,' be 500 p.s.l.g" and hydran!> shol InClude the foiowing specific design critelio: The nozzle
seciion. 􀁾􀁰􀁥􀁲 and lower stand pipes and h/dranf bose shal be ducfie iron. 1he mOIfl valve cklsure shal be af the cOmpression type, opening against the I pressure and closing with
the pressure. Nozzle secffon to be dIesgned for €>O"f 360 degree raloliO/l by the Ioosenhg of no mOle than four bolts. 1he seat diameter shall be 5-1/4". Hydrant must be designed so
that removal of 01 worI<i1g paris can be oecomp/shed without excavating. ll1e blOllle sea! shd be threaded info maIIng thl9<lds at bronze far €>O"f field repair, The droining system
of the hydront shall be bronze and be 􀁾􀁉􀁹􀀠 ocfiVated by the main operali1g rod. Hydrant 10 be luinished wilh a siding bronze drain valve, Slicing drain valves made of rubber, plasllc
Of teoIher will not be allowed. Hydrant must have on Inlernol trovel stop nul located In the lop housing at the hydrant. Hydrant operoIing threads to be factory lUb!icated, and be Oling
seofed from water, mo!Slure and foreign maHer. Hydrant must have a traffic flange design alowlng for quick and I3CO/lomlcol repair at domage reruHing from a vehicle's Impact. Hydrants
shall be Walerou. Pacer. IModei numberWS.f:>7-250}. 4 
Distributed By: 
., I 25U MECHANICAL JOINT TAPPIN.G SLEEVES FOR MJORACPIPE iffRecommended Se:,cifications tff'Dimensions and eights tff'Application Information tff'Gray Iron l .. Tyler Pipe Subsidiary
of Tyler Corporation ---------tliisAI Tyler Pipe/Utilities Division' P.O. Box 2027' Tyler, Texas 75710. (903) 882·5511 • FAX (903) 882·7043 
17IerPipe Subsidiary of ...􀁾􀀠 CAST IRON TAPPING SLEEVES Tyler Corporalion """'-1 Sample Spec:ificatlon Cost Iron Mechanical Joint Topping Sleeves furnished by-Tyler Pipe Industries,
Inc., Tyler, Texas are produced in occardonee with manufoelurer's slondords, Chemical ondphysicol properties of the gray cost iron are in accordance with the requirements of ANSI! AWWA
CllO! A21.10·82. Recess dimensions ore per Manufacturer's Standardization Society standard practice 􀁓􀁐􀁾􀀶􀀰􀀮􀀠 iT ( Tapping Sleeve Dimensions and Weights rapping Sleeve fo r Tapping
51_For Cast Iron!Duelile Iron t• Asbestos·Cement 5·149·CI 5·349·AC SIZE ! DIMENSIONS O.D.RANGE WEIGHTS 5·149·CI 5·349·AC CI AC A 8 C D E F Min. Max. Min. Max. Wt. WI. 6x4 5.016 .250
7.50 17 9.00 14.125 6.85 7.15 7.15 7.56 220 215 6 7.016 .312 9.50 17 9.00 14.125 6.85 7.15 7.15 7.56 225 220 8x4 5.016 .250 7.50 19 10.50 16. I 25 9.00 9.35 9.35 9.75 275 260 8)(6 7.016
.312 9.50 19 10.50 16.125 9.00 9.35 9.35 9.75 280 265 8 9.016 .312 11.75 19 10.50 16.125 9.00 9.35 9.35 9.75 295 280 10x4 5.016 .250 7.50 19 11.00 16.125 11.04 1 I .45 11.90 12.31 388
360 10x6 7.016 .312 9.50 19 11.00 16.125 11.04 11.45 I I .90 12.31 392 365 10" 8 9.016 .312 11 .75 23 11.00 19.0 1 1.04 11.45 11.90 12.31 455 425 10 11.016 .312 14.25 23 11.00 19.0 11.04
11.45 11.90 12.31 470 435 12 x4 5.016 .250 7.50 20 12.00 16.0 13.14 13.56 14.08 14.50 469 431 2x6 7.016 .312 9.50 20 12.00 16.0 13.14 13.56 14.08 14.50 471 433 '12 x8 9.016 .312 11.75
20 12.00 16.0 14.14 13.56 14.08 14.50 482 444 12 x 10 11.016 .312 14.25 26 12.00 22.0 13.14 13.56 14.08 14.50 595 555 12 13.016 .312 17.00 26 12.00 22.0 13.14 13.56 14.08 14.50 605 565
D F • 􀁊􀁬􀁾􀀠 ')/.. " Topped ond plugged L 'or tesling. E + A c t i. 5·1·89 Tyler Pipe/Utilil'" Dwi,ion • P.O. 80.2027' Tyler. Te"", 75710 • (903) 882-5511 • FAX (903) 882·7043 Poge3

TrIerPipe P' 􀁾􀀤􀁕􀁢􀁓􀁩􀁤􀁩􀁡􀁲􀁹􀀠of . 􀁾Tyler Corporation CAST IRON TAPPING SLEEVES ( MJ for Cast Iron or Ductile Iron Pipe CAST IRON 0.0. RANGE 5tH". Six. Bar,., 51%8* Inc.h•• Mechanical
iointtapping sleeves -for 6" through 12" cast .4 n ___ ___ _.... iron or ductile iron pipe. • Outlet Range per ANSI/AWWA Clll0/A21.10 6" 6.85 -7.15 • Gaskets furnished with armor·tip
ends 6" 9.00 -9.35 • Worlcing pressure -200 p.s.;' 10' lU)4·11.45 12", 13.14·13.56 MJ for Asbestos-Cement Pipe ASBESTOtCEMENT O.D. RANGE Mechanical ioint tappingJleeve -for 6" through
12" A-C IIMY.SIz. pipe; designed to accamnrodate doss 15ll and Class 200 A-C pipe. • Outlet Range per ANSI/AWWA C110/A21.10 7.15 -7.56 • Gaskets furnished with armar·tip end. 9.35 -9.75
• Working pressure -200 p .•. i, 11.90· 12.31 14.08 • 14.50 General Installation Instructions for Tyler MJ Tapping Sleeves I. Cleon pipe -insert side gasket into back half of gasket
grooves. Make sure ends are flush with or slightly protrude into the end gasket seating area. 2. Bait sleeve halves together and trim side gaskets as necessary. MAKE SURE SLEEVE WILL
ROTATE FREELY ON PIPE. 3. Install end gaskets, locating cut ends 90° from side gasket. If pipe is maximum 00, stretch gasket to make " certain cut ends match with no gap in between•
... Install glands and bolts -rotate .sleeve to desired position. Be sure pipe is centered inside the sleeve. 5. Tighten gland bolts alternately, using ao to 90 faat pounds. 6. After
assembly, PRESSURE TEST ALL JOINTS BEFORE TAPPING. If additional tightening is reqUired, releose pressure and relax tension on gland baits before tightening side baits. Poge2 Tyler Pipe/Utilities
Division. P.O. Box 2027. Tyler. Texes 75710. (903) 882-5511. FAX (903) 882·7043 5-1-89 
CONS1RUCTION AMERICAN FWW CONTROL A SERIES SOO RESILIENT WEDGE VALVE C) Ductile iron wrench nut provides strength and durability. /Upper O-ring seals can be replaced while !he valve
is fully open and under pressure. Thrust Washers minimize operating torque. Lower O-ring seal seals lubrication Chamber. High strength bronze slem and nul ,,__ resists corrosion and
abuse. Fusion bonded epoxy coating inside and out ensures maximum corrosion 􀁾􀁾􀀮􀀮􀀮􀀮􀀺􀀠 resistance for loog service life, Smooth, full diameter waterway. No recesses to trap debris
or Obstruct flow. Unique wedge design special geometry and elastomer covenng enSUles drop fight seal every () time with low stem torque. 1 
SECTIONAL DRAWINGSJDIMENSIONS AMERICAN FLOW CONTROL A SERIES 500 RESILIENT WEDGE VALVE SUBMITTAl. DATA VPJ.VE SIZE I 4 I 6 I 8 I 10 I 12 I I I I NRS OS&Y ____ DIRECTION OF OPENING lEFT
____ RIGHT END CONNECTION INDICATOR POST FlANGE OTHER REQUIREMENTS _____ YES _____ NO A d1􀁾=-􀁾:-􀁬-􀀻􀁩... . ...------Br MECHANICAL JOINT (MJ) RINGTITE (RT) 􀁾􀁸􀀭􀀭􀀫􀀭 .. I = 􀁾􀀠
I TAPPING RINGilTE PVC THREADEO (SCREW) o OPTIONAL END CONNECTIONS DIMENSION VAl.VE SIZE 4" 6" 8" 10" End to End -MJ x MJ 11 12 12-1/2 14-3/4 End fa End -Fl x Fl 9 10-1/2 11·1/2 13 End
to End -RT x RT 12-1/4 13 14-1/2 16-1/4 End fa End -1Y x 1Y 13-l/2 16-7/8 18-1/2 20·1/2 􀁾􀁦􀁯􀁅􀁮􀁤􀀭􀁆􀁬􀁸􀁍􀁊􀀠 10 11-114 12-5/8 13-7/8 End to End· Flx RT 10-518 11-3/4 13 14-5/8
End to End -FlxTY 11-1/4 13·11/16 15 , 16-3/4 End to End -Fl x MJ Tappinq 10-I/B 11-1/4 12-5IiJ; 13·7/8 End to End -Fl x RT TOQpinQ 1O-1I/l6 1I-7/S 13-1116 End to End -PVC x PVG' 13-112
16-7/8 18·1/2 -End to End -Threaaea --End 10 End -Cuffing In 11 12 12-1/2 14-3/4 A 13-23/32 16·3/4 20-3/l6 24-1/8 8 2-1/2 2-1/2 2-1/2 2-1/2 C 3-l/2 3-1/2 3-l/2 3-l/2 D 4 5-7/32 5-1/2
-•.. E 4 5-7132 5·112 5-518 F 3-518 3-518 3·518 -G ---. Center to Top of stem (Closed -OS&'{ 18-15116 23·7/8 29-1/2 38 Center to Top 01 Stem Open)-OS&Y.. 23-3/16 29-13/16 37-3/4 48 Handwheel
Diameter 10 12 14 16 No. of Turns to Open 13 19 26 32 1216-518 14 -... 22-3/a 15-5/16 16-9116 lB-3/16 IS-5/l6 ---16-518 27-1/2 2-1/2 4 -5·5/8 . 41-1/4 53·518 16 38 I i i i · · I · I
1. Design meets or exceeds requirements 01 AWWA 0509. 2. May be ordered in configurations which are Ul listed and FM approved. 3. 200 p.s.i.g. rated working pressure. 􀁾􀀮􀀠 4. FUsion
bonded epoxy coating meets or exceeds requirements of AWWA 0550. 􀁾􀀧􀀠 5. RlngHIe ends are in accordance with Appendix A 01 AWWA C400 for Class 150/200 AlC pipe. 6. flanged ends in
accordance with ANSVAWWA C1l0/A21.10 (ANSI BI6.1, Class 125). 7. Mechanical joint ends In accordance with ANSVAWWA C1l1/A21.11. S.1'yIon® ends are in accordance with ANSI/AWWA Cll1/.A21.11
for east iron (C) size PVC Of ductile iron pipe. 9. PVC ends tOJ steel (IPS) sizes of PVC or steel pipe. 2 
PARfSLIST AMERICAN FLOW CONTROL A SERIES 500 RESILIENT WEDGE VALVE NRS 2 3 r====:s 61 NOT AVAILASLE UL·FM {NRS WITH HANDWHEEL) I>JkJy 535 3· fhru i2": III , ASIMA536 ,. I. I I Note:
Construcllon shown is typical of 6" stres. OS&Y 20 Note: ConshuCliOn sr.own is 1yplcal of 􀀶􀁾􀀠sIZes. 3 
i FEATURES/BENEFITS AMERICAN FLOW CONfROL AI SPECiFICATIONS SERIES 500 RESILIENT WEOOE VALVE FEATURES The Series 500 Resiflent Wedge Gate Volve IS designed for use in potable water,
sewoge, fire protecHon systems as waH as irrigoHon and backflow control systems. Ductile Iron Wedge This valve fealures a high sliet1gth dUCTIle Iron wedge encapsulated by a bonded-In-place
nitrile elastomer, this ollows the valve to seal bottle flght equelly well WITh the flow in eITher diIection. The bronze stem nut Is Independent af the wedge. ThIs fealure anows the
wedge fa sell-adjust for the best sealing possible and eliminates stem binding. fusion Bonded Epoxy The Series 500 valve Is lully epoxy coated on the Inlenor as well as 1t1e exterior.
The fusion bonded coating 'IS appned pilar to assembly so !hal even !he boll holes one body-ta-bonnel flonge surlaces are epoxy coated. Triple O·ring Stem SealS This valve lea1uies triple
O-ong stem seals, Two O-nngs are located above the thrust collar and One O-ring is located below below !he thrust collm The lower two O-ring, provide a permanenlly seeled lubrication
chcrnber. The benefit being Ihat the valve will bo 9OSof 10 operate (Ner a long period of flme. The upper O-ring assures that sand. dirt Of grit cannal enter the valve to cause damoge
to !he lower O·rings. This Is especially important for burled and sewoge 'erviCe opplications. Thrust Washers Twa thrust washers are used. One The Series 500 Ductile Iron Resilient Wedge
Gate Valve has these standard features: • Fusion Banded Epoxy Coaling • 4"·12" Sizes Complies Wilh ANSI/AWWA C550 _Independent Bronze SIem Nul • Ductile Iron Wrench Nut tor Durabilily
-Duelile Iron Rubber -Smooth (No Poekel) Wakorway • Triple O·rlng Stem Seals Encapsulated Wedge · Full Diameter Waterway • 100% BolI/e TIght Closure al 200 p.s.l_g. • UL·FM In Allowable
Conflgurallons ..t. SPECIFIC ]'IONS Valves shall be resilient wedge type in compliance with AWWA C509 latest revisions. Wedge shoH be conslruciBd of ducflle iron. The exterior of the
ducnle ilOn wedge sholl be encapsulated wilh nitrile rublbe,111e wedge shall be symmetricol and seal equally well wITh ftow in either direcflon. 111ere shall be no exposed metal seems,
edges or screws within the waterway when !he valve Is in the fully closed posITion. . 111e stem shall be bronze in full compliance with secHon 4.7 of AWWAC509. Wrench nut sholt be conslructed
of ductile Iron. Wrench nut sholl have four flats at stem connection to assure even dlstribuflon of operaling Input torque 10 the stem. All body-to·bennet and bonnet-tocover seals shall
be O-rings. Flat gaskets shall not be allowed. Stem shall be sealed by three O-rIngs. 111e lop two O-rings sholl be reploceable with valve fully open and while subject to lull rated
working pressure. O-rings set In a cartridge shall not be allOwed. Valve sholl have thrust washers IOOOled abeve and below thrust Is lacated above and one is located belOw the mrust
eoIiar. These thrust washers greatly reduce required oper· atiOnollOrques. No Flat Gaskets The bOdy-ta-bonnet and bennetto·bonnet CC'Ner seals ore pressure energized O-rings. ThIS eliminates
the need for excessiVe boH loading which Is required by designs lhat use llal gaskels. The O-rings are reusable which eliminates down flme during any needed repair, The Series 500 Resilient
Wedge Gate Valve Is In lull compliance with AWWA C509. This valve is lumished in conftguroHon, lhat are listed by Underwriters Laboratories. Inc. and approved by Foetory Mutual Research
Corporation, collar to assure easy operation of the valve. A111ntema! and externOI ferrous surlaces at the valve body ond bennet shall have 0 fusion bonded epoxy cooHng, complying with
ANSI/AWWA C550, applied electro-s1atically prior to assembly. ValVes s11all be equcl to American Flow Controt's Series 500 Resilient Wedge Gate Valve. 4 
-, !1d'Recommended Specifications !1d'Dimensions and Weights lB"Application Information lWDuctile Iron •, .. Tyler Pipe Subsidiary of Tyler Corporation 􀀭􀁾􀀭􀀭􀀭􀀭􀀭􀁉􀁉􀁕􀁓􀁁I Tyler
Pipe/Utilities Division-P.O. Box 2027-Tyler, Texas 75710-(903) 882·5511-FAX (903) 882-7043 
fit Tyler Pipe Subsidiary of .". 􀁾􀀠 . I CAST IRON VALVE BOXES, TWO-PIECE Tyler Corporation ""'--1 Accommodote • .(" Through U" Volve. 5'1.-lnch Shaft., Screw-Type 6850S"rI". , Box
Comple'o £xto.11:(O'n, TO'P Sedion. w/Ud 8aHam ·Piece. 'tom In tndtes WI. lengfh WI. length WI. Por Pki.= 5'1. LOCK LID WI, 18 60 EXTENSION Height Item .ncr_oseo Wt. 60 24 35 Thes. exten5ions
olsO' Series 6840 thr••-piece votve boxes 461·S 19·22 60 10 35 15 25 .(62·S 􀀲􀀷􀁾􀀳􀀲􀀠 70 10 35 􀁾􀀴􀀠 35 562·S 27$7 80 16 45 24 35 20 563·5 33·43 85 16 45 30 40 20 564-S 39-50 90
16 45 36 45 20 662·5 36·52 105 26 65 30 40 20 664·S 39·60 110 26 65 36 45 20 666·S 51·71 135 26 65 ··48 70 20 668·S 62·82 145 26 65 "60 80 20 *Tyf.r mer .hlp foose pie,el if pockoging
deloy. your order .":;:Z be fvmished in two piect$ sutwed 􀀱􀀰􀀹􀀮􀁬􀁦􀁵􀁾􀁦􀀠to mo e the length 􀁲􀁥􀁱􀁷􀁾􀀮􀀠 For special application components. see pages 8·10. LIDS ARE MARKED ''WATER''
OR "GAS" Unless specified otherwise. 'Wafer" will be shipped. 5'/. DROP LID tVoriable Skirt Depths Skirt WI. Y. 13 I J /\ 1 13 2", 13 􀁾. Bax COMPLETE TOP iii v N a; 0 r !!! f􀀮( 􀁾􀀮,
􀀮􀁾􀀬 􀁾􀀨􀀠 : , I ,, ,'' ,, ,I W I , -I ' I I I m ,I .• « ,• ,• n: ' ; , I 􀁾􀀠 ,,• :, 􀁾􀀯􀀠 "\ Il ,•• 6 Y2 : I ; lJa 1 ,• • II Item 58 59 80nOM 􀁲􀁲􀀽􀁓􀀳􀀯􀀴􀁾􀀠 r-SY4 i 􀁉􀁾􀀺􀀠
·,􀁉 􀁾􀀺,r:,,, , ,, ,t " ,, ...: ,, , • , ,I I , I, I, .• ! \, 58 AND 59 EXTENSION Hclght (ncreos.. 14 18 WI. 25 30 10·3·88 Ty'er Pipe/Utililles Division. P.O. Box 2rn.7. Tyler. Tew:os
15710 _I'] ... ' M? ....11 • 􀁔􀁾􀀧..... Of) " ....,. 
DATE (MMfDOiYY) 􀁁􀁃􀁏􀁒􀁄􀁾􀀠CERTIFICATE OF LIABILITY INSURANCE I 02/28/2002 PRODuceR (248)828-3377 FAX (248)828-3741 i THIS CERTIFICATE IS ISSUEDAS AMATTER OF INFORMATION Valenti, Trobec, Chandler, Inc. ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR 6054 Livernois Avenue ALTER
THE COVERAGE AFFORDED BY THE POLICIES BELOW. Troy, MI 48098 =A INSURERS AFFORDING COVERAGE INSURED Texas Sterling Construction, Inc. Twin City Fire Texas Sterling, L.P. e, American Guarantee
& Liability (UBI) 20810 Fernbush c, Fireman's Fund Houston, 1X 77073 Ie, S" I COVERAGES THE I I ANY REQUIREMENT. TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT wrrH RESPECT TO WHICH
THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN. THE INSURANCE AFFORDED BY THE POLICIES DESCRlBED HEREIN IS SUBJECT TO ALL THE TERMS. EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. AGGREGATE
LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS, B A 􀁾􀁣􀀱􀀲􀁾􀀧􀁍􀁥􀁒􀁃􀁉􀀮􀀧􀁉􀁌 GENERAL lIABILITY CLAIMS MADE 0 OCCUR 1-;;-1-;-;;;!. ; PER: LOC 􀁥􀁯􀁾􀁌􀁙􀀠rNJURY (Pet pef$O(\)
s OR[GiIAL BODILY INJURY (Per accident) s ANY AUTO D CLAIMS MADE WORKERS COMPENSATION AND EMPLOYERS' LIABILITY Policy 3669245-03 tional Insureds as respects General Liability: members
and elected representatives $260,000 Deductible: $1,000 Town of Addison, and its officers, employees. Town of Addison Attn: Minok Suh 5350 Belt Line Road P.O. Box 9010 Addison, 1X 75001
SHOULD ANY OF THE ABove DESCRIBED POLICIES ae CANCELLED BEFORE THE EXPIRATION DATE THEREOF, THE ISSUING COMPANY WlLL ENDEAVOR TO MASL 2LDAYS WRITTEN NOTtCE TO THE CERTIFtCATE HOLDER
NAMED TO THE LEFT', BUT FAILURE TO MAIL SUCH NOTICE SHALL IMPOSE NO OBLIGATION OR LIABILITY 
Printed for: /wed Aug 14 12:59:30 2002 .. National Fife Incident 1I!!ll1i!!!i , ! i .,. 
Printed for: /wed Aug 14 12:59:51 2002 """ National Fire Incident li!!!lil!iiill&il gas found a gas line ruptured by a crew the area. The contractor John Gay ph#B17-B25-3827 met me at
the scene. He stated a crew with Durable Specialties Inc, the sub-contractor under Jeff Bryan Ph#972-296-6324, was operatin the drilling device at the time of the incident. Upon ar ·val
I assumed command and called for a full response by AFD for assistance. The area was cleared of vehicles and per . I sent FF Saenz, and E181's crew with gas detectors to the buildings
to the North(3B81 Realty) and to the west of th incident while E182 laid and supply line to the engine and d , .. 
was a E182 personel inside the of the in E1B1 crew of Goudy, Ledet and Fenn en the west en f the building with our gas meter and started checking samp . We later met up with E182 crew
who were checking the east of this same building with a different meter. At no time either meter show any LEL reading which ment that none of released gas had entered the building. Also,
at no time di AFD personel advise anyone from this building that they evacuate. checked with command and we were instructed t report to the break site. Soon after Ledet and Fenn were
, .. 
were r reported any accumulation of gas outside the building of the break site. One man was staged west and the other of the break (right in front of the building on the side of Realty
Drive................................ . 8/13/e2 · '.• 􀂷􀂷􀀧􀁬􀁴􀁾􀁾􀁾􀀿􀁾􀁗􀂷􀀧􀂷􀀭􀀮􀂷􀀮􀂷􀀬􀂷•. 􀁾.􀀺􀀮􀁾􀀢􀀬•.•.􀀮·.􀀺" •.'.•..ri. '.: 􀀧􀀮􀀬􀀺􀀺􀀬􀁲􀀭􀁾􀀻􀀢􀀬􀂷􀁩􀀠 . , "." /.,',
!:: ,", ,,' .. 􀀢􀀢􀀧􀀻􀁾 ;-.,-' ,:',; .. , -.,;: . .. ::' ': " " , : .,. 
Printed for, /c_" National Fire Incident Il!!IIIilI!3 rom page a responding Dispatch ONCOR and a safe zone was established while thearea w ch,ecl,ed for explosive limits. No hazardous
limitswere detec from the safe zone. When ONCOR arrivedcrews used the to protect gas co. crews working tostop the gas leak. was stopped after approx. 1 hour into the incident with or
fire involved. No evacuations were necessary none were ordered. The only damage was to the excavated ar the gas line. A 3 inch line was severed by the construc crew. All units returned
to service without incident. CWK .,. 
CONCRETE CYLINDER TEST REPORT Project Name Realty Road Addison, TX Subcontract Number I Report Number 02-00712 Client Name/Address IX Sterling Construction I Contact Carl Wall Ft Worth,
TX I Mas·TeI< 􀁐􀀢􀁉􀁊􀁥􀁣􀁴􀁾􀁵􀁭􀁢􀁥􀁲􀀠 Sample 􀁣􀁯􀁱􀁾􀁧􀀿􀀸􀁺􀁄􀁡􀁴􀁥 Report Date -02 -a 8-13-02 concrete ;,;uppller Field Technician Steve Sewart 􀁾􀁥􀁩􀁦􀁴􀁣􀁡􀁴􀁩􀂷􀀠. . LMC
,. a g sta. 'fealtyRd. West Bound 21'+50 . Prt # TruekNo. :Tlfffmt 􀁔􀁾􀁥􀁓􀁾􀁬􀁥􀁤􀀠 TmBltfed MixLD. :30A . i 􀁣􀁧􀀡􀁾􀁾􀁭􀁰􀀮􀀠 AlJ8'I5:'J'ees 􀁗􀁴􀁲􀁯􀁾 Conditions Materials Cement
Coarse Aggregate Intermediate Aggregate Fine Aggregate Admixture 􀁅􀀶􀀧􀁾􀁲􀁡􀁩􀁮􀁥􀁤􀀠Air .% Water Added? Y .., or No No Qnantity of added water NlA Comments Cnring Method: Lime IDiameter:
6.00" Saturated Curing Tank ILength: 12.00" Specimen Age Date ISlump No. (days) Tested . (mches) 7476 a 7 8-6 5.50" b 7 8-6 c 28 8-27 d 28 8-27 ... . . -I Cross-Sectional ITest Method:
I Lab. Technician Area: 72.00 Sq. in ASTMC-39 . Total Load ! Area of (lb.) Std. 87,710 28.27 95,975 .. .. .. .. .. .. n .. . ".. .. ".. . Compressive ! Specified Strength Strength (psI)
I (psi) 3100 4000 3390 I , ! .i Ron Pleasant f MAS-TEKEngineering & Assoc., Inc CMT Mana er.............-.. 255(1 Beckleymeade, Suite lUS, Dallas, Texas 75237 (Ph) 97217(19-7384 (fa:t)
972-709-7385 􀁾􀁉􀁲􀀿􀁀􀀠 􀁾􀀠 Reviewed By: I'll AUG :. B 2002 111\f .... -I' 􀀧􀀧􀀧􀀧􀀧􀀧􀀢􀀧􀀧􀁕􀁩􀁾 :--Ur.-.J 􀀢􀀧􀀮􀀮􀀮􀀯􀁾􀁷􀀠
3 4 9 FIELD COMPACTION TEST Project Name Realty Road Addison, TX .. ..􀀭􀀭􀀭􀀭􀁾􀀭 Client Name/Address IClient Contact TX Sterling Construction Carl Wall Ft Worth, TX 􀀭􀀮􀀭􀀭􀁾􀁾􀀭􀀮􀁾􀁾􀀭
Subcontract Number ReportNumber 02-01457 . -Mas-TekNo. 9-028-. _I Test Date 7-26-02 Report Date 8-8-02 . 􀀭􀀭􀁾􀀮􀀠 -.Test Procedure ASTM 2922,3017 Technician Doriald Napoleon . Test
Sample Description : CUn'eNo. Unit Dry Weight Moisture Content I Comments No. MaxilllU Field .Optimum Field (see below) 1 . Light tan LMTRD I 104.6 103.8 17.0 -17.8 99%,1 2 Dark tan
LMTRD I 96.0 91.8 22.4 20.5 96%, I 3 Tan clay LMTRD . 94.2 I 94.3 24.2 . 24.3 100%,1 􀀭􀀭􀀭􀁾􀀭􀀭 4 Dark tanLMTRD 96.0 i 94.7 22.4 20.5 99%,1 5 Dark tanLMfRD i 96.0 98.8 . 22.4 18.5
lOcwlA;3 ' 6 Dark tanLMTRD 96.0 I 96.0 22.4 20.7 100%,1 7 Dark tan LMTRD 96.0 , 92.8 22.4 19.6 97 %, I. 8 Dark tanLMTRD 96.0 i 97.2 22.4 17.2 􀀱􀀰􀀰􀀧􀁬􀁬􀁾􀀧􀀠 9 Dark tanLMfRD 96.0
92.4 22.4 21.9 96%,1 -Comments: Test I No. 1 2 5 6 7 8 Test Location f Remarks Sta 1 !-lOS Realty Rd. Sta. 14-l-{10 Realty Rd. Sta 17-l{1Q Realty Rd. Sta 20-l-{lO Realty Rd. 􀁾􀀮􀁾􀀭
Sta 23-l-{10 Realty Rd. -􀁾􀀭􀁾􀀭􀀭 Retestof# 5 Sta 25-l-{10 Realty Rd. 􀀮􀀭􀀭􀀭􀁾􀀮􀀠 -, " --􀀮􀀭􀁾􀀭 Sta 0+74 COIIl!llerciJll Drive Retestof#8 􀁾􀀠 􀀮􀀭􀁾􀀭 Comments: 1. Unit Dry Weight
and Moisture ConteI!t comply with specification 2. UnitDry Weight dees not comply with specification 3. Moisture Content does not comply with specification 4. Retest 5. Approved By Otliers.
MAS-TEK Engineering & Assoc_. Inc. Reviewed By: 2550 Beckleymeade Suite 105, Dallas, TX 75237;',:-:,>.:r:::l r'>''?f'\ll,. 􀀺􀁾􀀮􀀠 (ph) 972/709-7384 (fax) 9721709-7385 l Htt L.• i t:!
LJJ1) ,. .".: i 􀁾􀀠 􀁾􀀬􀀠 . I . ·1􀀢'\􀀮 􀀺f􀁗tl􀁾';􀁊; 􀀠 􀁾__􀀠,"S 􀀧􀀮􀂣􀀺􀀾􀀮􀁹􀀢􀁬􀁊􀁾􀁾􀀠􀀠 '"i1: II ' , . ! W"J ..'-"'"l '\..:":",,,;-.,.."... .-.􀂷...􀀢 􀀭􀀧􀁾􀀷􀀠􀀮W􀀧 􀁩􀁾􀁦􀁾􀀧􀀮􀁲􀀮􀁾􀀮
􀀮􀀮􀁾􀀭􀀠􀀣i U Ron PleasantaP eMf Manager" 
--------------Lime Depth Check Project Name Rearty Road 􀁾􀁾􀀠 􀁾􀀠 Subcontact Number Project Number 􀀰􀀲􀁾􀀰􀀲􀀸􀀷􀀴􀀠 􀁾􀁾􀁾􀀭􀀭􀀭􀁾􀁾􀀭􀀭􀁾􀁾􀁾􀁾􀁾􀀭􀀭􀀭􀁾􀀭􀁾􀁾􀀠 Client Name/Address
Contact TX Sterling Construction Carl Wall Ft Worth, TX Mas-Tek Number ISample Collection Date Report Date 9-028-a _--L,7_-2_6-02􀁾􀀠 8-8-02 􀀭􀀭􀀭􀁾􀀭􀀭􀀭 Test Type Field Technician
Lime Depth Check Donald Napoleon Location 􀁾􀀱􀀱􀀫􀀰􀀲 Realty Rd. Sta. 14+00 Realty Rd. 􀁾􀀠 Sta. 17+00 Realty Rd. Sta_ 20+00 Realty Rd. 􀁾􀁾􀁾􀀭􀀭􀁾􀀧􀀭􀀢􀀭􀀭􀀭􀀭􀀭􀁾􀁾􀀠 Sta. 23+00
Realty Rd. 􀁾􀀲􀁓􀀫􀀰􀀰 Realty Rd. Sta. 0+74 Commercial Dr. 􀁾􀀭 􀀭􀀭􀀭􀁾􀀠 􀀭􀁾􀀭􀁾􀀭􀀭􀀭􀀭􀀭􀀭 􀀭􀁾􀀭􀀭􀁾􀀭􀀭 -, 􀁾􀁾􀀭􀀭􀁾􀀭 􀁾􀁾􀁾􀁾􀀭􀀭􀀭 􀁾􀀭 􀀬􀁾􀀭􀀭 􀀭􀁾􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭 '----􀀧􀀭􀀭􀀭􀀭􀀮􀀭􀀬
􀁾􀀭􀀭􀀭􀁾􀁾􀁾􀁾􀀭􀀭􀀭 c---􀁾 ;iii --􀁾􀀠 􀁾􀁾􀁾􀀠 􀁥􀀭􀀭􀁾􀀠 􀁾􀁾􀀠 􀀮􀁾􀀭 􀁾􀀭􀀭􀀭􀀭􀀭􀀭 􀁾􀁾􀀮􀀠 . 􀁾􀀭 􀀮􀁾􀀭􀀭􀁾􀀭􀀭􀀭􀀭 -6.5" 7.5" 7.0" 7.0" 6.5" 7.0" 7.0" 􀀭􀁾􀀠 ,,:c_, .. Reviewed
By: 􀁾􀀠 . : ",'m Mas-Tek Engineering & Associates., Inc. J :lIJ!t2 􀀭􀁣􀁾􀁪􀀢􀀧􀀠 􀀠 􀀮􀁾􀀠 􀀮􀁾􀀠 Actual Required 6.0" 6.0" 6.0" -6.0" 6.0" 6.0" 6.0" 􀁾􀀭 r 􀁾􀀭 I 4 --i'--􀁾􀀭 􀁾􀀮􀀠
􀁾􀀭􀀭􀀭 on Pleasant rR N'1T Manager .: . 
----CONCRETE CYLINDER TEST REPORT Pwject Name Realty Road Addison, TX f-:: 􀀮􀀭􀁾􀁾􀁾􀁾􀀮􀁾􀁾􀀭􀀭􀀭􀀮􀁾􀀮􀀭􀀮􀁾􀁾􀀮􀀭􀁾􀀭􀁾􀀭􀁾􀀠 -Subcontract Number Report Number 02-00672 􀀭􀁾􀁾􀁾􀁾􀀭􀁾􀀭
􀀭􀀭􀀭􀁾􀀭􀀭􀁾􀀭􀀭􀁾􀀭􀁾􀁾􀀭􀀭􀀭􀀭􀀮􀀠 Client NamelAddres. TX Sterling Construction Contact Carl Wall Ft Worth, TX Mas·Tek 􀁰􀁷􀁊􀁾􀀦􀀡􀁲􀀭􀁾􀁭􀁢􀁥􀁲􀀠 Sample 􀁃􀁯􀁾􀁾􀁾􀀦􀀮􀁄􀁡􀁴􀁥􀀠
I Report Date 8-8-02 _•. 􀀭􀁾􀀭􀁾􀁾􀀭􀁾􀀭􀁾􀁾􀀭􀀭 Concrete Supplier I Field 􀁔􀁥􀁣􀁨􀁮􀁩􀁾􀁩􀁡􀁮􀀠 LMC Stephen Mason 􀀧􀁬􀀺􀁦􀁴􀁬􀁥􀁾􀁲􀁥􀀱􀀰􀁮􀀮􀀠 . all . '., . . ty , tammll W StIL
22 + 00 . 􀁾􀂷􀁾􀁾􀁩􀀠 􀀮􀁾􀀭 . 􀁐􀁜􀁾􀁴􀀣􀀠 􀁔􀁾􀀧􀁦􀁎􀁯􀀮 􀁔􀁾􀁦􀁦􀁕􀁩􀀿􀁩􀀠 -. -Tif'\e MixLD. 5'l>"ffled 􀁔􀁩􀁦􀀧􀁊􀀧􀁏􀀧􀁪􀁜􀁾􀁥􀁤􀀠 , _.-.--. 􀁃􀁾􀁙􀀧􀁢􀁲􀁥e􀁴g􀁥r􀀠eTeesm p. Aif9􀁾􀀻􀀬􀁮􀁊􀁥􀁥�
�􀀠 I 􀁗S􀁥u􀁡nr􀁴r,􀁾 􀁾ot!􀁾! 􀁾􀁾􀁤􀁾 Materials ._. 􀀭􀁾􀀭􀁾􀀭􀀭􀁾􀀭 􀀭􀀭􀀭􀁾􀀭 ._--􀁲􀀭􀁣􀀭􀀭􀁾􀀭􀀧􀀠 Cement Coa. ..e Aggregate !Intermediate Aggregate Fine Aggregate Admixture I
􀁾􀀡􀁁􀁡􀁩􀁮􀁥􀁤􀀠Air '-􀀭􀁾􀀭 -Quantity of added water Comments Method ofPlacement ofPlacement -Hard Work Water Added? Yes or No No Cross-Sectional Test Method: ! Lab. Teehnlcian SaturatedCurmgTankj
Length: 12.00" Area: 72.00 Sq. in Cnring Metho.d: Lime !Diameter: 6.00" ASTMC-39 i S;;clmen I Age Date Slnmp Totalu.ad 􀁃􀁯􀁭􀁰􀁲􀁥􀁳􀁳􀁩􀁶􀁥􀁲􀁳􀁶􀁾􀁣􀁦􀁦􀁩􀁥􀁤􀁓􀁴􀁲􀁥􀁮􀁧􀁴􀁨􀀭􀀭
I Area of Tested (inches) (Ibs) Std. Strength (psi) I (psi) .._ 7-25--+ I 122,845 ! 28.27 􀁟􀀮􀁟􀁾􀀠(days) 7436 .' 7 45"_, .. 4350 . . 4000___ b 7 7-25 133,245 4710 I c 8-15 n . d 28
8-15 nn 􀀧􀁾􀀫􀀭=􀁦􀀭t􀀢=􀀭--.-.. -􀁾􀀭 ----,-28 􀀭􀀭􀁣􀁾􀀭􀁔􀀠 -: 􀀮􀁾􀀭􀀭 􀀭􀀭􀀮􀀭􀀭􀀭􀁾􀀭􀀭􀀧􀀭 . .. n --n -..•---.----n=t 􀁾􀀭 " : -" .-" I -,--" 􀀮􀁾􀀭.•􀁾􀁾􀀠 􀁾􀀭 n Reviewed By:_
MAS-TEK Engineering & Assoc., Inc 2550 Becldeymeade, Suite 105, Dallas, Texas 75237 (Ph) 9721709-7384 (fax) 972-709-7385 􀀮􀁾􀁾􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭
--CONCRETE CYLINDER TEST REPORT Project Name Realty Road Addison, IX Subcontract Number Report Number 02-00680 .__._.􀁾􀀮􀀭􀀭􀀭􀀭􀀭 Client NameJAddress IX Sterling Construction , Contact
Carl Wall , Ft Worth, IX Mas-Tek􀁐􀁲􀁯􀁊􀀮􀀧􀁬􀁬􀀧􀀱􀁲􀀮􀁾􀁭􀁢􀁥􀁲􀀠 Sample 􀁃􀁯􀁬􀁾􀁾􀁾􀁬􀁡􀁴􀁥􀀠 Report Date 8-8-02 (';oncrete 􀁾􀁵􀁰􀁰􀁬􀁬􀁥􀁲􀀠 Field Technician Donald Napoleon 􀁜􀁾􀁥􀁾􀁾􀀧􀀺􀀬􀁙
􀁀􀁓􀁴􀁡􀀮􀀱􀀵􀀫􀀰􀀲􀀴􀀳􀁒􀁥􀁡􀁴􀁾􀁒􀁩􀀠 Plant # 􀁔􀁾􀁾􀁫􀁎􀁯􀀮􀀠 􀁔􀁾􀁲􀁭􀁾􀀧􀀱􀀧􀀠 .􀁾􀁾􀁾􀀡􀁥􀁤􀀠 Time Batched MixI.D. 􀁃􀁾􀀦􀁾􀁾􀁾􀁭􀁰􀀮􀀠 Wg;:fher Conditions ! 􀁁􀁩􀁦􀁳􀁬􀁪􀁾􀁊􀁥􀁥􀁳􀀠
Materials Cement Coarse Aggregate Intermediate Aggregate Fine Aggregate Admixture Entrained Air Water Added? Yes orNo Comments Quantity of added water Curing Method: Lime Diameter: 6.00"
Cross-Sectional iTo't Method: ! Lab. Technician Saturated Curing Tank Length: 12.00" Area: 72.00 Sq. in ASTM C-39 I . . ..Specimen Ago Date Slump Total Load ! No. (days) Tested (inches)
(lbs) 7444 a , i 7 7-26 1.5" 105,020 b 7 7·26 101,405 c 28 8-16 d 28 8-16 16 1 : i , i I I i I Area of I Compressive Specified Strength I i Std. Strength (psi) (psi) ...., 28.27 3710
4200 ._" 3590 .". . .. .a. 􀀭􀀭􀁾􀀭􀁾􀀮􀀠 " " , " 􀀭􀁾􀀭􀀭 .. " 􀀮􀀧􀀮􀁾 .. .. I .. I ! I .. .•. MAS-TEK Engineering & Assoc., Inc 2550 Becldeymeade, Suite 105, Dallas, Texas 75237 (Ph)
9721709-7384 (fax) 972-709-7385 
81/18/1996 23:58 817-737-3314 T-SC/DFW DIV PAGE 83 TEXAS-STERLING CONSTRUCTION, INC. July 26, 2002 HNTB Page Two Add Item: 12" P.V.c. Water Line Increase Bid Item #233 by (Cut & Plug
12" Water) Increase Bid Item #234 by (Cut & Plug 8" Water) Increase Bid Item #238 by (12" Gate Valve) Increase Bid Item #240 by (Fittings) Increase Bid Item #241 by (Conc Blocking) Increase
Bid Item #239 by (CoMect to Exist Water) Increase Bid Item #222 6" P.V.C. Water Line Add Item: Test¥g 12" Water Add Item: 12"x 6" Tapp. Sleeve And Valve Add Item: Temp. Water Repair
90/1.f. 2/ea lIea Vea .90/tons S/c.y. 4/ea 11/1.f. lll.s. tlea 1Il.s. $ 100.00/p.J.f. $ 900.00/each $ 900.00/each $ 2,200.00/each $ 2,000.OO/ton $ 50.00/pcy $ I,SOo.oO/eEi $ nOO/p.!.f.
, .. $ 500.00ll.s. $ 3,000.00/ea $ 1,685.00 $ 9,000.00 $ 1,800.00 $ 900.00 $ 2,200.00 $ 1,800.00 $ 400.00 $ 7,200.00 $ 792.00 $ 500.00 $3,000.00 $ 1,685.00 The cost associated with the
new bid item for 12" PVC water main compensates Texas Sterling Construction for night work that was required to make cormections to existing mains and avoid day time water service interruptions
to the property owners. EXCAVATING' COMMERCIAL· RESIDENTIAL' SEWER' WATER 1.100 N. HWY 360' SUITE 106·A· GRAND PRAIRIE. TEXAS 75050' (972) 606·2733' FAX (972) 606·2713 
01/18/1996 23:58 817-737-3314 T-SC/DFW DIV PAGE a5 TEXAS-STERLING CONSTRUCTION, INC. July 26, 2002 HNTB Page Tbree Based on the aforementioned, we feel justified in requesting additional
time as fullows: 12" Water Main 8/days RCP & Inlet 2/days Rock Undercut 21days Retain Wall 2/days Total =14/days Should you have any questions or require any further information, please
feel free to call. Sincerely, Texas Sterling Construction, LP 􀁾􀁌􀁵􀁾􀀠 Project Manager ' EXCAVATING' COMMERCIAL' RESIDENTIAL' SEWER' WATER 2100 N, HWY 360' SUITE 106-A' GRAND PRAIRIE,
TEXAS 7:1050' (972) 606-2733' FAX (972) 606-2113 
Bl/18/199& 23:58 B17-737-331q T-SC/DFW DIV PAGE a4 TEXAS-STERLING CONSTRUCTION, INC. July 26, 2002 liNTB Page Three Furthennore, the fullowing items ofwork are adjusted and/or added
with regard to the design change avoiding a conflict with the existing 12" water main and the proposed drill shafts along Marsh Lane as fullows: Increase Bid Item # 141 by 9. 1O/c.y.
$ 420.00/p.c.y. $ 3,822.00 (Cone for Retaining Wall) Add Item: Re-Mobilize Drill Rig, Prefabricate Drill 1I1.s. $3,200.oo/l.s. $ 3,200.00 Shaft Steel & Labor Decreaseltem#142 by llO/v.f.
$ 64.00/v.£ ($ 7,040.00) (Drill Shafts) Decrease Item #115 by 125/s.y. $ 32.00/p.s.y ($ 4,000.00) (Sidewalk) Decrease Item #415 by 166/s.[.$ I LOO/p.s.f. ($ 1,826.00) (Brick Veneer)
TOTAL ADD = .,. $46,295.00 TOTAL DEDUCT = $12,866.00 NET CHANGE = $33,429.00 EXCAVATING' COMMERCIAL' RESIDENTIAL' SEWER' WATER 2100 N HWY 360' SUITE 106·A· GRAND PRAIRIE, TEXAS 750:;0·
(972) 606·2733· FAX (972) 606·2713 
CONCRETE CYLINDER TEST REPORT Project Name Realty Road Addison, rx ..Subcontract Number IReport Number 02-00719 'Client Name/Address rx Sterling Construction Contact Carl Wall Ft Worth,
rx I Mas-Tel< 􀁐􀁲􀁾􀁥􀁣􀁾􀁲􀀭􀀺􀁵􀁭􀁢􀁥􀁲􀀠 i Sample 􀁃􀁯􀁾􀁥􀁣􀁴􀁩􀁾􀀠Date Report Date . -0 -a -31 2 8-14-02 concrete ","uppner Field Technician Donald Nepoleon . ,mp ati°8 ."mg l!@fr12+5
Approach Rea!1:y Rd.. .. Plant # I No Trtt . 􀁬􀁔􀁾􀀠 Ied 􀁔􀁾􀁾􀁬􀀡􀁾􀁥􀁤􀀠 􀁾􀁍􀁩􀁸􀁌􀁄􀀮 Tf:!!5'fl Concrete Temp. Air Temp. . 􀁗􀁾􀁡􀁴􀁨􀁥􀁲􀀠Conditions 􀁾􀀠 at Materials Cement Coarse
Aggregate I Intermediate Aggregate Fine Aggregate Admixture I Es"fft'ed Air Water Added? Yes or No Quantity of added water Comment. Curing Metbod:Lime Diameter; 6.00" :Cro..-Sectional
Test Metbod: I Lab. Tecbnician Saturated Curing Tank Lengtb: 12.00" IArea: 72.00 Sq. in ASTMC-39 .I Specimen I Age Date Slump 􀁉􀀧􀀭􀀭􀁔􀀭􀁏􀀭􀁴􀁡􀁉􀀭􀀧􀁌􀁯􀁡􀀺􀀭􀁤􀀢􀀭􀁲􀀧􀀭􀂷􀁁􀀭􀀭􀁲􀁥􀁡􀂷􀂷􀀭􀁯􀀭�
�􀁦􀀭􀁲􀀭􀁃􀀮􀀮􀁌􀁾􀀭􀁭􀀭􀁰􀀭􀁲􀁥􀁳􀀭􀀮􀁩􀁾􀀢􀁥􀂷􀀭􀁲􀁉􀀭􀁓􀀭􀁰􀀭􀁥􀁣􀀭􀁩􀁦􀁩􀀭􀀬􀁥􀁾􀁤􀀭 Strength No. ! (days) Te.ted (mcbes) (lb.) Std. Strength (psi) (psi) 7483 a 7 8-7 7" 90,305
i 28.27 3190 4000 b 7 8-7 93,915 i " i 3320 .. i _. c 28 8-28 " d 28 8-28 " , 􀁾􀀠 " r---"'--I---=--I-,.-:;'-=---1---+----[------+------4-1------. " " i -_. I " I I ---+" I I " " " "
" Ste hen Mason MAS-TEK Engineering & Assoc., Inc 􀁦􀁕􀀭􀀮􀁊􀀮􀁌􀀢􀀮􀁌􀀮􀁌􀀮􀁉􀀮􀁷􀁌􀀮􀀺􀀮􀁾􀀭􀀮􀀭􀁬􀁡􀀭􀀽􀁴􀁥􀀽􀁲􀀢􀀧􀁩􀁡􀀽􀁬􀁳􀀠Coordmatr 2550 BeckJeymeade, Suite 105, DaDas, Texas
75237 7 (Ph) 972n09-7384 (fax) 972-709-7385 In AUG 2;:; 21J1l2 J 􀁕􀀦􀁲􀀺􀁦􀁾􀀭 __ 􀁾􀀧􀀭􀁟􀀠􀀯􀁉􀁊􀁾􀀿􀀠
CONCRETE CYLINDER TEST REPORT Project Name Realty Road Addison, TX Subcontract Number i Report Number 02-00711 􀁉􀀭􀀺􀀺􀀺􀁣􀀺􀀭􀀭􀀭􀀽􀀭􀀭􀀭􀀭􀀺􀀭􀀺􀀭􀀮􀁾􀀭􀀭􀀭􀀭􀁾􀀠􀀭􀀭􀀮􀁾􀀮􀀭􀀭􀀭􀀮􀁾-+------------
.-..-.-..􀀭􀁾􀀮􀀭􀀮􀀭􀀭􀁉􀀠 Client Name/Addre•• TX Sterling Construction Contact Carl Wall Ft Worth, TX IReport Date 8-14-02 ConcretelOuppner LMC 􀁔􀁾SImlt>led TIme Batched IMix I.D.
. 3:33 AM 􀀳􀀺􀀰􀀰􀁁􀁍􀀮􀁟􀁾_____-+._ 􀀮􀁾􀀮􀁾______-I 􀁃􀂧􀀸􀀧􀁩􀀵􀁾􀀻􀁬􀁥􀁾􀁭􀁰􀀮􀀠 AlJ"815:'&es IW􀁥􀁾􀀶􀀧􀁴􀁩􀀧􀁊􀁹Conditions Materials -"-Cement Coarse Aggregate Intermediate Aggregate
Fine Aggregate Admixture \ Fg',trained Air .0% ..-.Water Added? Yes or No Quantity of added water Comments 􀁃􀁵􀁲􀁩􀁮􀁧􀁍􀁥􀁴􀁨􀁾􀁤􀀺􀁌􀁩􀂻􀁲􀁥􀀠 IDiameter: 6.00" !Cross-Sectional Test
Method: ILab. Technician SaturatedCunnCTik \Length: 12.00" Area: 72.00 Sq. in ASTMC-39 ... -Specimen! Age Date I Slump Total Load Area of ! Compres.ive I Specified Strength No. (days)
I Tested I (inches) (lbs) Std. IStrength (psi) I (psi) 7475 a 7 I 8-6 5.5" bJ 7 8-8-6 c 28 8-27 d 28 8-27 ! . .. I . i i ! !I I 99,320 99,270 .. 28.27 3510 : 4000 " 3510 " -! .I " I
" 􀀳􀀽􀀮􀁾 " " i " I I " ! I " ! " I .. I " r " I 􀀮􀀽􀁲􀀽􀀮􀁾. ! -..Reviewed :Oy: Stephen Mason MAS-TEK Engineering & Assoc., Inc Materials Coordinator 2550 :Oeekleymeade, Suite 105,
DaIlas, Texas 75237 (Ph) 9721709-7384 (fax) 972-709-7385 
CONCRETE CYLINDER TEST REPORT Project Name Realty Road Addison, TX 􀁾􀀭􀀮􀁾􀀭􀀭􀁾􀀭􀀭 Subcontract Number IReport 􀁾􀁾􀁬􀁬􀁉􀁢􀁥􀁲􀀠02-007 􀁊􀁏􀁾􀀠 􀀮􀁾􀀮􀀭􀁾􀀭􀀮􀁾􀀭􀀮􀀭􀀭􀀭 Client Name/Address
IX Sterling Construction I Contact Carl Wall Ft. Wortb" TX Mas-􀁔􀁥􀁫􀁐􀁲􀁾􀁾􀀱􀁲􀀭􀀺􀁭􀁢􀁥􀁲􀀠 I Sample 􀁃􀁏􀁾􀁾􀁾􀀸􀁬􀁡􀁴􀁥􀀠 I ReportDate 8-14-02 Concrete !>upplier Field Technician
LMC Steve Stewart ..􀁾􀁶"􀁅 􀀱􀁧 law. tat.i E,a1ty & Marsh 􀀮􀀭􀁾􀀭􀀭 P,ymHI 􀀮􀁾􀀠Tm2§No... I􀁔􀁾􀀢􀁦􀁦􀁭􀀧􀀶􀀠 T%"8'i('lled 􀁔􀁬􀀦􀁩􀀧􀁦􀀬􀁾􀁥􀁤 . MixLD. i 1: 0 . 􀀭􀀭􀁾􀀮􀀠 􀁣􀁾􀁾􀀻􀀲􀀺􀁾􀁭􀁰􀀮􀀠
IAiJ41fen/ies 􀁗􀁴􀁲lo􀀺u􀀬 􀁾 Conditions Materials Cement Coarse Aggregate Intermediate Aggregate Fine Aggregate Admixture Ef,trained Air .6% Water Added? Yes or No No Quantity of added
water Comments Curing 􀁍􀁥􀁴􀁨􀁾􀁤􀀺 Lime Diameter: 6.00" ICross-Sectional ITest Method: Lab. Technician Saturated CUTI.ng Tank Length: 11.00" .Area: 72.00 Sq. in IASTMC-39 Specimen
I 􀁁􀁧􀁾􀀠 Date· SlumPl Total 􀁌􀁯􀀢􀀺􀁡􀁤􀁾􀀡􀀮􀀮􀀮􀀮􀀢􀀭􀀻􀀭􀁊􀀧􀀭􀀭􀁁􀀭􀁲􀁲􀁥􀀭􀁡􀀭􀁯􀀭􀁦􀀢􀀭􀁔􀀭􀁣􀀮􀀮􀁬􀁯􀀭􀁭􀀭􀁰􀀭􀁲􀁥􀀭􀁓􀁓􀀭􀁨􀂷􀀮􀁾􀁥􀀭􀁲􀁬􀀭􀁳􀀭􀁰􀀭􀁥􀁣􀀭􀁩􀀡􀁩􀀭􀀬􀁥􀁤􀀠Strength
No. '(days) Tested (inches): (lbs) Std. Strength (psi) (psi) 7474 a 7 8-6 6" 93,775 28.27 I 3310 4000 b 7 8-6 104,835 I 3710 .. I c 28 8-27 ===r .. d i 28 8-27 .. I I .. i ! .. .. i
.. !I I . ! .. I i , .__ . ---' ,. I .. I ..li I .. -L.. I ! .. . .. Reviewed 􀁂􀁹􀀺􀁟􀁾􀀮􀀮􀀺􀀺􀁓􀁾􀁴􀁥􀁾􀁰􀁾􀁨􀁥􀁾􀁮􀁾􀁍􀀮􀀧􀀮􀀺􀀺􀁡􀁾􀁾􀁾􀁾􀁾􀁟Materials Cooramator MAS-TEK Engineering
& Assoc., Inc 2550 􀁂􀁥􀁣􀁬􀁤􀀮􀁾􀀧􀁉􀁬􀀱􀀮􀁡􀁤􀁟􀀬􀀠Suit_l05, Dallas, Texas 75237 (Ph) 9721709-7384 (fax) 972-709-7385 
CONCRETE CYLINDER TEST REPORT Project Name Realty Road Addison, IX Subcontract Number Report Number 02-00'672 Client Name/Address IX Sterliog Contruction Contact Carl Wall Ft Worth,
TX Mas-Tek 􀁐􀁲􀁾􀀺􀁯􀁩􀁲􀀮􀀮􀀿􀁭􀁢􀁥􀁲􀀠 Sample 􀁃􀁏􀁾􀁾􀁾􀀿􀀳􀀧􀀲􀁄􀁡􀁴􀁥􀀠 Report Date 8-1 9 -0 2 Loncrete :>uppner Field Technician Stephen Mason 􀁓􀁊e􀁉a􀀧 t􀁭y􀁈 􀁬􀁾.􀀺, 􀁴􀁩e􀁯ta􀁮m􀀠g
Wall Sta. # 22+00 . 􀀱􀂣􀁾􀁣􀀱􀀶􀀠 􀁔􀁾􀁾􀁫􀁎􀁯􀀮􀀠 􀁔􀁾􀁾􀁭􀀧􀁬􀁩 Tir:\e 􀁾􀁦􀁦􀁬􀁥􀁤􀀠 ed MixI.D. Tif'Jb""ft C?,cffete Temp. 4. 5 . 􀁁􀁬􀁦􀀮􀁾􀁭􀁰􀀮 Weatber£onditions J egrees 9 egrees
Sunny, ot Materials Cement Coarse Aggregate Intermediate Aggregate i Fine Aggregate Admixture 􀁾􀁾􀁡􀁩􀁮􀁥􀁤􀁁􀁩􀁲􀀠 Water Added? Yes or No Quantity of added water Comments Curing Method:
Lime Diameter: 6.00" Cross-Sectional Test Method: Lab. Technician Saturated Curing Tank Length: 12.00" Area: 72.00 Sq. m ASTMC-39 Specimen No. Age (days) Dat. Tested I Slump .i (inches)
• i , Total Load (Ibs) As.aof Std. CompresSive Strength (psi) Specified Strength (psi) psi) 7436 a 7 7-25 4.5" 122,845 28.27 4350 I 4000 b 7 7-25 133,245 .. 4710 c 28 8-15 ! 144,110
.. '5100 d 28 8·15 152,215 .. -5380 .. ".. .. .. .... , .. " .. i .. -r .I J1t::11"M'asrni ;:.-ReVIewed By: Materials 􀁃􀁯􀁯􀁲􀁣􀁈􀁾􀀠 MAS-TEK Engineering & Assoc., Inc 2550 Beckleymeade,
Suite 105, Dallas, Texas 75237 (Ph) 9nn09-7384 (fax) 972-709-7385 
CONCRETE CYLINDER TEST REPORT Specimen No. Projed Name Realty Road Subcontract Number Client Name/Address 􀁍􀁡􀁳􀀭􀁔􀁥􀁫􀁐􀁲􀁾􀀮􀁣􀁴􀁲􀀺􀁵􀁭􀁢􀁥􀁲 -02 -a ,-onereto ",uppJier LMC 􀁾􀁭􀁰􀁬􀀮
􀁾􀁣􀁡􀁴􀁩􀁴􀁬􀀧􀁡􀀠 avmg cally P1ant # 􀁾􀁥􀁤􀀠 􀀧􀁯􀁧􀁾􀁾􀀡􀁾􀁭􀁰􀀮􀀠 Materials Cement Fine Aggregate Water Added? Yes or No Comments Curing Method: Lime Saturated Curing Tank Age
(days) 7433 a b 7 c 28 d 28 Date Tested 7-24 7-24 I 8-14 8-14 ; Slump (inches) 4.75" 97,690 95,435 126,185 142,025 28.27 " " " " " " n .. " " " " n Total Load (lbs) I Area of Std. Addison,
TX Report Number 02-00669 TX Sterling Construction Contact Carl Wall Ft. Worth, TX Samplo 􀁣􀁯􀁱􀁾􀁬􀁩􀀢􀀮􀁥􀁬􀁡􀁴􀁯􀀠 Report Date 8 -0 -:>2 Field Technician Stephen Mason . approx 200
ft' fimn Really & Surveyor, Eastbound T§'.!;ck No. Tifl'fHi% 􀁔􀁩􀀶􀀿􀁊􀁥􀁬􀁾􀁾􀁥􀁤􀀠 MixLD. AIJ;l,emp 9 egre.es 􀁗􀁾􀁴􀁨􀁥􀁲 CWditions eroast, arm Coarse Aggregate Intermediate Aggregate
Admixture '1r..rai.n ed Air Yes Quantity of added water 5 Gallons ! Diameter: 6.00" Cross-Cross-Sectional Test Method: Lab. Techuician ! Length: 12.00" Area: 72.00 Sq. in ASTMC-39 .
Compressive ! Specified Strength Strength (psi) (psi) 3460 4000 3380 '4460 5020 . 􀁾􀁴􀁥pmen Mason Reviewed By: Materials 􀁃􀁯􀁯􀁲􀁤􀁪􀁾 MAS-TEKEngineering & Assoc., Inc 2550 Beckleymeade,
Suite 105, Dallas, Texas 75237 (ph) n2n09-7384 (fax) 972-709-7385 
CONCRETE CYLINDER TEST REPORT Project Name Realty Road Addison, IX Subcontract Number Report Number 02-00665 Client Name/Address TX Sterling Construction Contact Carl Wall Ft Worth,
TX Mas-TekProJectr-;umber Sample 􀁃􀁯􀁬􀁬􀁥􀁣􀁾􀁯􀀸􀀲􀁄􀁡􀁴􀁥 Report Date -02 -a 7-1 8-5-02 el>uppller Field Technician C Stephen Mason I 􀁦􀁽a􀀬V􀁡􀁭lll􀁰g􀀱 􀁥􀁾e􀁾 􀁡t􀁴y 􀁾􀀧􀁡,
approx 450' from Realty & Commercial, Eastbound P.Jant# 􀁔􀁾􀁾􀁎􀁯􀀮􀀠 􀁔􀁭􀁾􀁾􀁙􀁩􀀠 􀁔􀁧􀁾􀀥􀁓􀁉􀁾􀁬􀁥􀁤􀀠 􀁔􀁩􀁭􀁾􀁂􀁡􀁾􀁥􀁤 MixI.D. 4: OA.. 􀁾􀁾􀁾􀁾􀁭􀁰􀀮􀀠 AiJ9􀁾􀀺􀀬􀀢􀁧􀁉􀀧􀁥􀀮􀀮􀀠
􀁾􀀺􀀨􀁲􀀮􀁦􀁾􀁤􀁩􀁴􀁩􀁯􀁮􀁳 Materials Cement Coarse Aggregate Intermediate Aggregate Fine Aggregate Admirtnre 􀁾􀁮􀁴􀁲􀁡􀁩􀁮􀁥􀁤􀀠Air ,05% Water Added? Yes or No Yes Quantity of added
....ate' 5 Gallons Commeots Curing Method: Lime Diameter: 6.00" Cross-Sectional Test Method: Lab. Technician SaturtIl£d Curing Tank Length: 12.00" Area: 72.00 Sq. in ASTMC-39 Specimen
Age Date Slump Total Load Area of Compressive Specified Strength No. (days) Tested (incbes) Obs) Std. Std. Strength (psi) (psi) 7429 a 7 7-24 5.5" 97,220 28.27 3440 4000 b 7 7-24 1 I
1,130 " 3930 c 28 8-14 123,885 " '4380 d 28 8-14 128,355 " --4540 􀁾􀀠 .. .. " " " " " I .. ".. \)lepInen 􀁍􀀺􀀺􀁉􀁾􀀨􀀩􀁮􀀠 Reviewed By: --r.:Ml!:lamteri!iramlsrlC:l.rorOn1􀁾􀁉􀀧􀁉􀀢􀁉􀁦􀁬􀀼􀀡􀁩􀁢􀀧
􀁉􀁔􀀧􀀮􀀠 MAS-TEK Engineering & Assoc., Inc 2550 Beckleymeade, Suite 105, Dallas, Texas 75237 (Ph) 972/709-7384 (fax) 972-709-7385 
CONCRETE CYLINDER TEST REPORT Project Name Realty Road Addison. IX Subcontract Number Report Number 02-00664 Client Name/Address IX Sterling Construction Contact Carl Wall Ft. Worth,
IX 􀁍􀁡􀁳􀀭􀁔􀁥􀁫􀁐􀁲􀁾􀁥􀁣􀁴􀁲􀀮􀀺􀁵􀁭􀁢􀁥􀁲􀀠 Sample Coqectio& Date ReportDate -02 -a -17-2 8-5-02 ,-onere,. "upplter Field T eclmician LMC StephenMason . "ma'lEl lge 􀁾􀁣􀁡A􀁴p􀁩p􀁯ro􀁮x􀀠.
300' form .mters.eetla n ofRealty & Commerci.al Eastbound Pjant# 􀁔􀀱􀀧􀀶􀁾􀁾􀁎􀁯􀀮􀀠 i Tifkllrso• II 86 􀁔􀁾.0􀁓 􀁭􀁬􀁥. 􀁤 nre Bal:ted :30A MixLD. 􀁃􀀸􀁾􀀧􀁩􀀵􀀢􀁥􀀡􀀻􀁾􀁾􀁭􀁰􀀮􀀠
Aiht5:,/... 􀁗􀁥􀁬􀁬􀁩􀁦􀁩􀁬􀁥􀁾􀁤􀁩􀁴􀁩􀁯􀁮􀁳 Nl 1, e Materials Cement Coarse Aggregate Intermediate Aggregate Fine Aggregate Admixture Wa 􀁾􀁑􀁾􀁕􀁾􀁡􀁯􀁦􀁩􀀽􀀽􀀧􀁾􀁾􀀧􀁾􀁯􀁾􀁦􀀽􀁡􀁤􀀽􀁤􀀽􀁥􀁾􀁤􀁾�
�􀀽􀁡􀀽􀁴􀁥􀀽􀁲__􀁾􀀵􀀽􀁇􀀽􀁡􀁬􀁬􀀽􀁯􀁮􀀽􀀽􀁳________________________􀁾􀀠 Comments Metbod ofPlacement -Paving Mixer Curing Method: Lim. 􀁾􀁲􀁯􀀮􀁳􀀮􀁳􀁥􀁣􀁴􀁩􀀼􀀾􀁮􀁡􀁊􀀠 Test Method:
Lab. Technician Saturated Curing Tank " A"ea: 72.00 Sq. in ASTMC-39 Specimen Age Date Slump Total Load Area of Compressive Specified Strength No. (days) Tested (inches) (Ibs) Std. Strength
(psi) (psi) 3ffi d 28 8-14 4.75" 122,815 129,515 139,005 146,210 28.27 " " " 4340 4580 '4920 -5170 4000 􀁾􀀠 " " " .". ! .. H H " I " Reviewed By: Stephen 􀁍􀁡􀁳􀁾􀀠 ---M--a--ten-:-'-􀁡􀀭'􀀺􀀭􀁬􀁳􀀭�
�􀁃􀁯􀀭􀀭􀁯􀀭􀀭􀀧􀁲􀁤􀁩􀁦􀀶􀀧􀁦􀁲􀁦􀁡􀁴􀁾􀁯􀁯􀁥􀀼􀁲􀁲 MAS-TEK Engineering & Assoc., Inc 2550 Beckleymeade, Suite 105, Dallas, Texas 75237 (Ph) 972n09-7384 (fax) 972-709-7385 
CONCRETE CYLINDER TEST REPORT Project Name Realty Road Addison, IX Subcontract Number Report Number 02-00663 Client Name/Address IX Sterling Construction Ft. Worth Contact Carl Wall
Mas-Tek 􀁐􀁲􀁾􀁥􀁣􀁴􀁲􀀺􀁵􀁭􀁢􀁥􀁲 -02 -a Sample Collecti08: Date 7-17-2 ReportDate 8-2-02 Concrete :supplier LMC Field Technician Stephen Mason ,mplekgcati&n. . . avmg ealty Commerclal
Eastbound approx. 50ft from mtersectLOn 􀁐􀁾􀁡􀁮􀁴􀀣􀀠 􀁔􀂧􀁾􀁴􀁎􀁯􀀮􀀠 􀁔􀁩7􀁣1􀁬􀀧 􀁦􀁾􀁬􀀩7􀀰8􀀧 Time Sa'!:r.led 2:30 A. . Time Batted 1:40 A. MixLD. Cgn'j5ete Temp. 4 egrees Air
"Bmp. 77 egroos We..􀁾􀁥􀁲 Conditions Nl t, Warm Materials Cement Coarse Aggregate Intermediate Aggregate Fine Aggregate Admixture ljnN:ned Air Water Added? Yes or No Yes Quantity of
added water 15 Gallons Comments • Site foreman was notified of high slump Method ofPlacement -Paving Mixer Curing Method: Lime Diameter: 6.00" Cross-Sectional Test Method: Lab. Technician
Saturated Curing Tank Length: 12. 00" Area: 72.00 Sq. in ASTMC-39 Specimen Age Date Slump Total Load Area of Compressive Specified Strength No. (days) Tested (inches) (lbs) Std. Strength
(psi) (psi) 7427 a 7 7-24 7" 79,330 28.27 2806 4000 . b 7 7-24 103,715 3670 c " 28 8-14 125,035 " '4420 d 28 8-14 141,585 " "5010 􀁾􀀠 " " " " " " " " " " Reyiewed By: Stephen 􀁍􀁡􀁳􀁯􀁾􀀠
MAS-TEK Engineering & Assoc., Inc 􀀭􀀭􀀭􀀭􀀭􀀭􀀻􀁍􀀻􀀭􀀻􀀭􀁡􀁾􀁴􀁥􀀽􀀮􀀧􀁲􀁩􀁡􀁾􀁬􀁳􀁾􀁃􀁾􀁯􀁯􀁾􀁲􀁭􀁲􀁪􀁅􀀻􀁉􀁾􀁾􀁡􀁕􀁾􀁣􀁲􀀠 2550 Beckleymeade, Suite 105, Dallas, Texas 75237 (Ph)
9721709-7384 (fax) 972-709-7385 
CONCRETE CYLINDER TEST REPORT Project Name Realty Road Addison, TX Subcontract Number Report Number 02-00648 Client Name/Address TX Sterling Construction Contact Carl Wall Ft Worth,
TX Mas-Tek 􀁐􀁲􀁾ectr.;umber Sample 􀁃􀁯􀁬􀁬􀁥􀁣􀁴􀁩􀁾􀁄􀁡􀁴􀁥􀀠 Report Date -02 -a 7-11 7-26-02 concrete !Supplier Field Tecbnician Steve Stewart Sm:Wi􀁾􀁦􀁦􀁾􀀡􀁊􀀧 Road LMC 􀁐􀁾􀁡􀁮􀁴􀀣􀀠
􀁔􀁾􀀿􀁊􀁾􀁎􀁯􀀮􀀠 􀀧􀁔􀁾􀁣􀁭􀁦􀁯􀀧􀁪􀀧􀀠 􀁔􀁩􀁭􀁥􀁾􀁾􀁬􀁥􀁤􀀠 􀁔􀁩3:􀁭0􀁥0􀁂P.􀁡 􀁾􀁥􀁤􀀠 MjU·D. 􀁃􀁾􀁮􀁾􀁴􀁥 Temp. 3:28 . 􀁁􀁗􀁾􀀺􀁓􀁥􀀠 Weather Conditions S egrees 3 e ees Sunny Materials
Cement Coarse Aggregate Intennediate Aggregate Fine Aggregate Admixture Entrained Air Water Added? Yes or No No Qnantity of added water NfA Comments Curing Meth".d: Lm.B I􀁾􀁩􀁡􀁭􀁥􀁴􀁥􀁲􀀺􀀠6.00"
ICross-Sectional . Test Method: Lab. Tecbnician Saturated Cunng Tank :Length: 12.00" :Area: 72.00 Sq. in ASTMC-39 Specimen Age Date Slump Total Load Area of Compressive Specified Strengtb
No. (days) Tested : (Inches) (lbs) Std. Strength (psi) (psi) 7412 a 7 7-18 5' 79,080 28.27 2800 4000 b 7 7-18 80,060 " 2830 c 28 8-8 123,365 .. '4360 d 28 8-8 125,775 .. ·4450 " .".
" " : .. , .. .. .. " Stephen Mason ReVIewed By: Matenals Coord,ffiffor MAS-TEK Engtneering & Assoc., Inc 2550 Beckleymeade, Suite 105, Dallas, Texas 75237 (ph) 972n09-7384 (fax) 972-709-7385

CONCRETE CYLINDER TEST REPORT Project Name Realty Road Addison, TX Subcontract Number Report Number 02-00647 Client Name/Address TX Sterling Construction Contact Carl Wall Ft Worth.
TX Mas-TekProJectr:umber Sample 􀁃􀁯􀁾􀀺􀁲􀁮􀀿􀀶􀁬􀁦􀁡􀁴􀁥􀀠 Report Date . -02 -a 7 -25-02 Revised 8-14-02 Lonerete ::>uppller Field Technician LMC Steve Stewart 􀁓􀁾a􀁭V􀁰U􀁬l􀁥g 􀁾􀁴#􀁩
2 􀁾2􀀠6 on Commerci.al P.}'mt# 􀁔􀁭􀁾􀁫􀁎􀁯􀀮􀀠 􀁔􀁩7􀁣1􀁫􀁥1􀁴8􀀡 􀀱􀁾􀀧 􀁮􀁲I 􀁥:2􀁥 􀁾A􀁭 􀁥􀁤 nree 􀁾􀁡􀁴􀁣􀁨􀁥􀁤 I :0 AM. MixLD. 􀁃􀁭􀁾􀁾􀁾􀁭􀁰􀀮􀀠 􀁁􀁪􀁦3􀀺 􀁾e􀁭g􀁰r􀀮ees 􀁗􀁾􀁡􀁴􀁨􀁥􀁲
Conditions unny Materlals Cement Coarse Aggregate Intermediate Aggregate 􀁾􀁁􀁧􀁧􀁲􀁥􀁧􀁡􀁴􀁥􀀠 Admixture Entrained Air er Added? Yes or No No Quantity of added water N/A Comments Curing
Method: Lime Diameter: 6.00" Cross-Sectional . Test Method: Lab. Technician Saturated Curing Tank Length: 12.00· Area: 72.00 Sq. in i ASTM C-39 Specimen: Age Date Slump Area of ! Total
Load Compressive Specified Strength No. (days) Tested (inches) (lbs) Std. Strength (psi) (psi) , 7411 a 7 7·16 6" 80,120 28.27 2830 4000 .. b 7 7-16 93,780 3320 .. 8-7 118,520 '4190
.. iii 8-7. 123,665 -4370 " " .". i " ".. .. .. " Reviewed By:_---..:S!!C􀁴-􀁥􀁾􀁰􀁾􀁨􀁥􀀽􀀭􀀺􀁮􀀺􀀮􀀮􀀺􀀮􀀺􀁍􀀽􀁡􀀮􀀺􀀮􀀬􀀮􀁳􀁯􀀢􀀮􀀻􀁾􀀻􀁮􀁾􀀺􀀮􀂣􀀮􀀠 MAS-TEK Engineering & Assoc., Inc Materials
CoordlOator 2550 Beckleymeade, Suite 105, Dallas, Texas 75237 (Ph) 972n09-7384 (fax) 972-709-7385 
CONCRETE CYLINDER TEST REPORT Project Name Really Road Addison, IX Subcontract Number Report Number 02.00646 Client Name/Address IX Sterling Contruction Ft Worth, IX Contact Carl Wall
Mas-Tek 􀁐􀁲􀁾􀁥􀁣􀁴􀁲􀀭􀀺􀁵􀁭􀁢􀁥􀁲􀀠 ·02 ·a Sample 􀁃􀁯􀁾􀁥􀁣􀁴􀁩􀀰􀀸􀀺􀀠Date -11· 2 Report Date 8·19·02 Loneret. :supplIer LMC Field Technician Steve Stewart 􀁾􀁶a􀁅 􀀡􀁥g 􀁻􀀮􀁦􀀮􀀵􀀱􀀧􀁾o􀁯o􀁮t�
�mg@St •. 21400 􀁐􀁾􀁡􀁮􀁴􀀣􀀠 􀁔􀂧􀀧􀀺􀁉􀁾􀁫􀁎􀁯􀀮􀀠 􀁔􀁬􀁦􀁬􀀧􀁦􀁾􀁾􀀧􀂧􀀠 Time Sampled T!f:!5'f,'ifted MixLD. 􀁃􀂧􀁾􀁗􀁥􀁾􀁾􀀻􀁭􀁰􀀮􀀠 􀁁􀀡􀁦4􀀻 􀀧􀁂e􀁾 􀁊􀁥ees , W=rConditions Materials
Cement CoarseAggregate Intermediate Aggregate Fine Aggregate Admixture Entrained Air Water Added? Yes or No Quantity of added water Comments Cnrlng Method: Lime Saturated Curing Tank
Diameter: 6.00" !Cross-Sectional ITest Method: ! Lab. Technician Length: 12.00" jArea: 7200 Sq. in ASTM C-39 ! Specimen No. Age (days) Date Tested Slnmp i Total Lead (inches) : (lbs)
Area of Std. Compressive Specmod Strength Strength (psi) (Psi) 7410 a 7 7·18 4.5' 92,400 28.27 3270 3600 b 7 7-18 97,890 .. 3460 c 28 8-8 122,060 .. '4320 d 28 8-8 142,670 " --SOSO ..
.. ! " " n ! : n .. .. n ! I " . Ste inen MaS n ReViewed By: 􀁍􀁡􀁴􀁥􀁲􀁩􀁾􀁉􀁓􀀠coo6 MAS-TEK Engineering & Assoc., Inc 2550 Beckleymeade, Suite 105, Dallas, Texas 75237 (Ph) 972n09-7384
(fax) 972-709-7385 
CONCRETE CYLINDER TEST REPORT Project Name Realty Road Addison, TX Subcontract Number Report Number 02-00641 Client Name! Address TX Sterling Construction Contact Carl Wall Fl Worth,
TX Mas-Tekl'''l1ectf-,umber -02 -a Sample 􀁃􀁯􀁾 Date Report Date 7-2s..Q2 Revised 8-14-02 \';oncrete lSuppDer Field Technician LMC Made by Contractor SfrJa? 1,eg 􀁌a􀁯p􀁣p􀁡r􀁴o􀁩a􀁯c􀁾
offof Surveyor l'Jant# Tm'iFNo. 􀁔􀁾􀁦􀁦􀁍􀀢􀀧􀁏􀀧􀀠 T1f:\e 􀁓􀁡􀁾􀁬􀁥􀁤􀀠 ed MixLD. : SA. TW1(Jm Concrete Temp. Air Temp. Weather Conditions Materials Cement Coarse Aggregate Intermediate
Aggregate Fine Aggregate Admixture Entrained Air Water Added? Yes Or No Quantity ofadded water Comments Method ofPlacement :Hand Work Contractor scheduled pour (a! 8:00 AM They started
(a! 5:00A.M. Curing Method: Lime Saturated Curing TtPlk Diameter: 6.00" Length: 12.00" Cross·Sectional Area: 72.00 Sq. in Test Method: ASTMC-39 Lab. Teehnician Specimen No. Age Date
(day.) Tested Slump (mches) TotaILoad (lb,) Arcaof Std. Compressive Specified Strength Strengtb ((p.i) (Psi) 7405 a 7 7-16 N/A 112,200 28.27 3970 4000 b 7 7-16 113,415 " 4010 c 28 8-6
126,040 " '4450 d 28 I 8-6 131.275 " ·4640 • .. I " " .". " " I " " I " Reviewed By:__.....S..t.tlol·e....􀁰..􀁷 􀀺􀁨􀁥􀁗􀁬􀀮􀁮􀀮􀁬􀀮􀀮􀁬􀁍􀁬􀁬􀁬􀁡􀀢􀀬􀀬􀀢􀁾􀁾􀁾􀁾􀁾􀀠 MAS-TEK Engm••ring
& Assoc., Inc Matenals Coordinator 2550 Beckle:ymeade, Suite 105, Dallas, Texas 75237 (Pb) 9721709-7384 (fax) 972-709-7385 
CONCRETE CYLINDER TEST REPORT ProjectName Realty Road Addison, TX Subcontract Number Report Number 02-00629 Client Name/Addre" TX Sterling Construction Contact Carl Wall Ft Worth, TX
Mas-T ek ProJel'1r.:umber -0 -a Sample Collecti3" Date 7-6-2 Report Date . 7-26-02 Revised 8-14-02 (;oncrete /!uppller Field Technician . LMC Rick Hayes 􀁾􀁾􀁊􀁧􀀬􀁾􀁦􀀺􀁦􀀺􀁦􀀮􀁦􀁻􀀩I
Realty road PJant# 􀁔􀁾􀁾􀁫􀁎􀁯􀀮􀀠 􀁔􀁾􀀢􀁈􀀧􀁾􀁾􀀧􀀠 􀁾􀁥:􀁩50􀀱 􀁦.􀀠Rr led 􀁔􀁦􀁩􀁾􀀴􀀧􀁭􀁥􀁤􀀠 􀁍􀁊􀁾􀁌􀁄􀀮􀀠 􀁣􀁾􀀲􀁾􀁾􀁭􀁰􀀮􀀠 􀁾􀁾o􀁭 􀁰g􀀮rees 􀀢􀀬􀀺􀁴􀀮􀁥􀁦􀀺􀁾􀁾􀁾􀁴􀁬􀁯􀁮􀁳􀀠
Materials Cement Coarse Aggregate Intermediate Aggregate Fine Aggregate Adnrlnure EJ.'fYoaoi ned Air Water Added? Yes or No No Quantity of added water NIA COlWllents Curing Method: Lime
Diameter: 6.00" Cross-Sectional Test Method: Lab. Technician Saturated Curing Tank Length: 12.00" Area: 72.00 Sq. in ASTMC-39 Specimen Age Date Slump Total Load No. (days) Tested (blcbes)
(lbs) 7393 a 7 7c13 4" 97,811 b 7 7-13 95,528 c 28 8-3 117,855 d 28 8-3 131,035 .. Area of Compressive Specified Strength Std. Strength (psi) (psi) 28.27 3460 4000 .. 3380 .. '4170 ..
·4630 .. .. .". " " " " " " 􀁒􀁥􀀧􀀧􀁩􀁥􀁷􀁥􀁤􀁂􀁹􀀺􀁟􀁾􀁾􀁓􀁴􀁾􀁥􀁰􀁾􀁢􀁾􀁥􀁮􀁾􀁍􀁡􀁾􀁳􀁾􀁯􀁮􀁾􀁦􀀿􀁾􀀧􀀺􀀧􀀢 l\IAS-TEK Engineering & Assoc., Inc Materials 􀁃􀁯􀁯􀁲􀁤􀁩􀁾􀁯􀁲 2550 Becldeymeade,
Suite 105, Dallas, Texas 75237 (Ph) 972n09-7384 (fax) 972-709-7385 
CONCRETE CYLINDER TEST REPORT Project Name RealtyRoad Addison, TX Subcontract Number Report Number 02-00628 Client Name/Address TX Sterling Construction Contact Carl Wall Ft Worth, TX
Mas-Tek ProJectr;umber Sample Collection Date Report Date -02 -a 7-6-02 7-26-02 Revised 8-15-02 (;Ollcrete :supplier Field Technician LMC Rick Hayes 􀁾􀁰av􀁬m􀁥g􀁾, 􀀧􀀱􀁩􀀰3 􀁾+75 Realtyroad
PJant# 􀁔􀀧􀁩􀀢􀁾􀁎􀁯􀀮􀀠 Titi'fm'li 􀁔􀁾􀁾􀁬􀁾􀁾􀂷􀁤􀀠 Time Batched 􀁾􀁊􀀮􀁄􀀮 11:05 A.M. 􀁃􀁾􀁾􀀧􀁩􀀵􀁾􀀻􀀡􀁾􀁭􀁰􀀮􀀠 􀁾􀁾􀁭􀁰eg􀀮rees 􀀢􀁬􀀡􀀧􀁾􀀻􀁾􀁾􀁾􀀸􀁦􀁦􀁩􀁴􀁩􀁯􀁮􀁳 Material.
Cement Coarse Aggregate Jotermediate Aggregate Fine Aggregate Admixture E,rrained Air .2% Water Added? Yes or No No Quantity ofadded water NfA Comments Curing Method: Lime Diameter:
6.00" Cross-Sectional. Test Metbod: Lab. Technician Saturated Curing Tank Length: 12.00" Area: 72.00 Sq. in ASTMC·39 Specimen Age Date Slump Total Load No. (days) Tested (inches) (Ibs)
7392 a 7 7-13 4" 96,433 b 7 7-13 99,700 c 28 􀀸􀁾􀀳􀀠 111,065 d 28 8·3 132,510 ... 􀁾􀀠 Area of of Std. 28.27 " " " " " " " " " " I " " " Compress;.-e Specified Strength Strengtb (psi)
(PSI) 3410 4000 3530 ,3930 R.,-iewed By: Stephen 􀁍􀁡􀁳􀁾􀀠 MAS·TEK Engineering & Assoc., Inc Malenals Coordinaor 2550 Beekleymeade, Suite 105, Dallas, Texa. 75237 (Ph) 9721709-7384
(fax) 972-709-7385 
CONCRETE CYLINDER TEST REPORT OJ' Real1yRoad Addison, TX Subcontract Number Report Number 02-00627 Contact Carl Wall Ft Worth TX Mas-T.k􀁐􀁲􀁯􀁾􀁥􀁣􀁴r.;umber Client Name/Address TX
Sterling Construction Sample 􀁃􀁯􀁾􀁾 Date Report Date -02 -8. 7 -26-02 Revised 8-16-02 Field Technician LMC Rick Hayes .T .t'aVlllg, Sta 11 jU-HJU Realty road PJant# 􀁔􀀧􀁩􀁾􀁾􀁎􀁯􀀮􀀠
􀁔􀁾􀁲􀁦􀁭􀀥􀀠 Time S:'f'f1ed 􀁮􀁲􀁬􀁬􀁾􀁴􀁴􀁥􀁤􀀠 I 􀁾􀁉􀀮􀁄􀀮 10:30 . Ie 􀀻􀀡􀁾􀁰􀀮􀀠 AU.l.!'mp. "ci(,ud]i Conditions M LJegrees Materials Cement Coarse Aggregate Intermediate Aggregate
Fine Aggregate Admixture 􀁅􀁲􀀧􀁦􀁾􀁥􀁤􀁁􀁩􀁲 4. °0 Water Added? Yes or No No Quantity of added water N/A Comments Curing Method: Lime Saturated Curing Tank Diameter: 6.00" Length: 12.00"
Cross-Sectional Area: 72.00 Sq. in Test Method, ASTMC-39 Lab. Technician Specimen No. Age (days) Date Tested Slump (inches) TotalLaad (Ibs) Area of Std. Compressive Strength (psi) Specified
Strength (psi) 7391 a 7 7-13 4" 97,210 28_27 3440 4000 b 7 7-13 95,637 .. 3380 c 28 8-3 ::23,510 I :: ,4370 d 28 8-3 "4450 • I .. I .. I .. • " • " I ".. .. " MAS-TEK Engineering & Assoc.,
Inc 2550 Bccldeymeade, Suite 105, Dallas, Texas 75237 (Ph) 9721709-7384 (fax) 972-709-7385 
CONCRETE CYLINDER TEST REPORT Project Name Realty Road Addison, IX Subcontract Number Report Number 02-00626 Client Name/Address IX Sterling Conslruction Contact Carl Wall Ft Worth,
IX 􀁍􀁡􀁳􀀭􀁔􀁥􀁫􀁐􀁲􀁾􀁥􀁥􀁴􀁾􀁵􀁭􀁢􀁥􀁲􀀠 Sample 􀁃􀁯􀁮􀁲􀁾􀁾􀁂􀁾Date Report Date , '02 -a 7-26-02 ReVIsed 8-16-02 {.;oncrete :supplier Field Technician Rick Hayes 􀀮􀀬􀁾􀁾􀁾􀁾􀁾􀁴􀀻􀁾􀁮􀀫􀁻􀀩􀁏􀀠R
ealty road PJant# Truck No. LMe 􀁔􀁾􀁦􀁦􀁭􀁾􀀷􀀱 Uhl4 'riffle Sa'f.P.led 1109 ;45A. , 􀁔􀁾; 􀁂3 􀁡A.􀁾 􀁥, 􀁤􀀠 􀁾􀁌􀁄􀀮 􀁃􀁾􀀸􀁗􀁥e􀁴g􀁥reTeesm p. AiJs1fe"J'ees 􀀢􀁾􀀢􀁴􀁾􀁾􀁩􀁴􀁩􀁯􀁮􀁳
Material, Cement Coarse Aggregate Intermediate Aggregate Fine Aggregate Admixtnre -EJ,':9t r,ya,i ned Air Water Added? Yes or No No Quantity of added water N/A Comments Curing Method:
Lime Satura1£d Curing Tank Diameter: 6,00" Length: 12.00" Cross-Sectional Area: 72.00 Sq. in Test Method: ASTMC-39 Lab. Technician Specimen No. Age (days) Date Tested Slump (mches) Total
Load L (Ibs) i Area of SId. Compressive Strength (psi) Specified Strength (psi) 7390 a 7 7-13 5" 98,289 28.27 3480 4000 b 7 7-13 97,732 " 3460 c 28 􀀸􀁾􀀳􀀠 102,105 " ,3610 d 28 8-3
124,160 .. "4390 􀁾􀀠 .. ! .. .. " " I " " " .". at 􀀻􀀬􀁜􀁉􀁾􀀡􀀠 111::11 IYIOOV! I R"'iewed By: . 􀁾􀀠" MAS-TEK Engineering & Assoc., Inc 2550 Beckleymeade, Suite lOS, Dallas, Texas
75237 (Ph) 9721709-7384 (fax) 972-709-7385 
CONCRETE CYLINDER TEST REPORT Project Name RealtyRoad Addison, TX Subcontract Number Report Number 02-00625 Client Name/Address TX Sterling Construction Ft Worth, IX Coutact Carl Wall
􀁍􀁡􀁳􀀭􀁔􀁥􀁫􀁐􀁲􀁾􀁥􀁣􀁴􀁬􀀡􀁵􀁭􀁢􀁥􀁲 -02 -a Sample 􀁣􀁯􀁮􀀱􀁾􀁾􀁾 Date Report Date . 7-26-02 ReVISed 8-16-02 ....oneret. "upplier LMC Field Technidan Rick Hayes Sample 􀁾􀁡􀁴􀁩􀁯􀁮
Pavmg, ta # 25+50 Realty road & Commercial FJ""1# 􀁔􀁾􀁾􀁾􀁾􀁎􀁯􀀮􀀠 􀁾􀁈􀀧􀀶􀀱􀀧􀀠 􀁔􀁩􀁾􀁙􀁾􀁒􀁾􀁬􀁥􀁤􀀠 􀁾􀁥􀁾.2􀁾 􀁬A􀁥 􀁬􀀧􀁥􀁤 􀁾􀁊􀀮􀁄􀀮􀀠 􀁃􀁏􀁾􀀧􀁩􀀵􀁥􀁴􀁥􀀠Temp. 7 egrees Air1jmp.
72 egree. I 􀁾􀁾􀁥􀁴􀀺􀁦􀀶􀁾􀁾􀁴􀁩􀁴􀁩􀁯􀁮􀁳􀀠 Materials Cement Coarse Aggregate Intermediate Aggregate Fine Aggregate Admixture Entrained Air 4.3 % Water Added? Yes orNo No Quantity
of added water N/A Comments Curing Method: Lime Diameter: 6.00" Cross-Sectional ITest Method: Lab. Technician Saturated Curing Tank IT "nath· 12.00" IArea: 72.00 Sq. in i ASTMC-39 Specimen
I Age Date Slomp I Total Load Area of Compressive Specified Strength No. I (days) Tested (incbes) ! {lbs} 7389 a 7 7-13 5" 94,504 b 7 7-13 97,632 c 28 g·3 11l,855 d 28 8-3 116,425 <!
i Std. Strength (psi) (psi) 28.27 􀁾􀀠 4000 " 3450 " $950 " 4120 " " " " i i " " i " i " " " j Reviewed By: • 􀀢􀁮􀁥􀁾􀀠 􀁾􀀠 Ildl::l _w_ MAS-TEK Engmeermg & Assoc., Inc 2550 Beckleymeade,
Suite 105, Dallas, Texas 75237 {Ph} 9721709·7384 (fax) 972-709-7385 
TRINITY 􀁅􀁎􀁇􀁒􀀭􀁄􀁾􀁟􀁌􀁁􀁓􀀠 PAGE 01/133 09/27/2002 12:05 9728180802 FAX COVER SHEET TRINITY ENGINEERING/KLEINFElDER To: 􀁁􀁤􀀹􀁮􀁲􀁾􀁮􀁣􀀻􀁺􀀻􀀻(), 􀁾 g 31 Date: 􀁆􀁡􀀻􀁃􀀢􀁕􀁭􀁢􀁾􀀯􀁏􀀿􀀠1/r;d)
Total Pages 􀀨􀁩􀁮􀁤􀁕􀁾􀁣􀁏􀀧􀁬􀁥􀁲􀁳􀁾••t): d Subject: c SpeciallhStructions: e-mail Trinity EngintteringlKleinfeldu 2211 Century Center Blvd., Suite 101 Irving, Texas 75062 972-870-0808
local 􀁾􀀹􀀷􀁾􀀲􀁾􀀮􀀹􀁾􀀵􀁾􀀳􀁾􀀮􀁏􀁾􀀳􀀹􀁾􀀸􀁾􀁭􀁾􀁥􀁴􀁾􀁲􀁯􀁾_______W .9.7.--,2,---8"-7-",0_·􀁏_􀀬􀀬􀀬􀀭􀀸􀀰􀁯􀀺􀀻􀀻􀀲􀀬􀀭􀀭􀁾_____Fal: Original Will Follow: Original Will Not Follow:
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TRINITY ENGR-DALLAS PAGE 133/133 09/27/28132 12:0& 9728713081112 TRINITY ENGINEERING I Kl.EINFELOER 2035 Central elre!e, Suite 108. McKinn*y, Texas 􀀱􀀵􀀰􀀶􀁏􀁾􀁥􀀲􀁓􀀴􀀠 972·542·4;)62
Melro 972-562·4877 Fax 97;2·542-4368 IN·PLACE MOISTURE DENSITY TEST RESULTS To: Rycon, Inc. Test Date: 6/23/02 13221 See Street Project No: 18948 Farmers Branch. Texas 15234 Report Dale:
8/26102 Report No: 802414 Project: Marsh Lalle Water Line Definitions of Terms Locallon: Addison, Texas Rap· Rt Otr Point CL· Centerline IField Rep; $. KiflSey LOP· Lt air Point Sla
• Station Test Test Location Deplh or Field Field Proctor Percent No. Lift Moisture Density No, 􀀶􀁾􀁾􀁾􀁩􀁾􀀻􀀠 : (%) (pcf) Water line trench backfill i 1 station 1+1Q SG 26.4 9Q.4
702176 98 2 slatlon 1+60· oipe ·2 It 27,:; 91,3 702176 99 3 station 1+60-pipe -1 ft 26.1 90.6 702176 98 4 station 5+00 ·1 It ' 27,7 89.9 702176 97 5 station e..oo -1 It 25.9 904 702176
98 6 station 13+00 -1 It 26,3 68.9 702176 96 , 7 station 13"00 SG 26.4 91.4 702176 1)9 8 station 11 +00 -1ft 25.8 92,0 702176 99 i , 9 station 11+00 SG 2M 90.5 702176 98 , , I , Practor
No: Description Opt. Moisture Max. Density 702176 Brown fat clay r 25.0 92.6 I • .Jl , Specs. . Gauge No: 32.755 Test Methods: ASTM 02922 I , Dens. (%l I Min 95. Std. Oensily Count:
n/a ASTM 0 3017 i II MOist. (%1 I -2 to 4 Sid: MOist Count: nfa ASTM 0696 I Trans. Depth (in.): 6 i Remarf<s: CQpies: 2-Cllenl 􀁾􀀨􀁧􀂩􀀨􀁧􀁮􀁾􀀨􀁧􀀨􀁑􀀩􀀠 Attn: Oennls Gulley 􀁣􀀻􀀬􀁾􀀱􀀷􀁯􀁊􀀭
􀀱􀁦􀂫􀁉􀁎􀁉􀁔􀁙􀁾􀀻􀀻􀁵􀀺􀀿􀀿􀀱 1-City of Addl50n -1,( jill' , 􀁾􀀮􀀭􀀧􀀠 Attn: Dave Wija '7;2""'0.2637'..-BIff ca%:!. Jr., P 􀀬􀁅􀁾􀀠 􀁲􀁬􀁜􀁴􀁬􀁬􀁃􀁬􀁬􀁵􀁬􀁾􀀠UlOWf'! (l'llt'l'r!
repon: 􀁾􀁲􀁦􀁴􀀠fll'f!hlt' CI)IC'UA1\IC! vu of t'" tll"ll! 101 wl\g."TI 􀁾􀁬􀀾􀀮􀁴􀁬􀀧􀀠w,,. 􀁏􀁢􀁕􀁵􀀬􀀮􀀮􀁾􀁤􀀠􀁾􀁬􀀧􀁉􀁤􀀠3Pply ", ..Iy lQ-11\& !4f1'\J1Jc" it.", 'l'uifO n,pccltd,
i"IIey.ft n lfIltr.d,(I' to til' .__ -n --. 􀀮􀁾􀀠 --
08/27/2002 12:0& 9728700902 TRINITY ENGR-DALLAS PAGE 02103 TRINITY ENGINEERING JKLEINFELOER 2OJ5 Central Cltele, SuIte lOB, MeKln""y. TOj(aa 75069.8;>54 972-542-4362 Motro 972·56.-4677
Fox 972-542.4366 IN-PLACE MOISTURE DENSITY TEST RESULTS To: Ryaon. Inc, Test Date: 8114/02 13221 Bee Street Project No: 18948 Farmers Branch, Texas 75234 Report Date: 8/26102 Report
No: 802413 Project: Marsh lane Water Une Definitions of Terms Location: Addison, Texas RQp· Rt Qtr Point CL .' Centerline IField Rep: T. Moore LQP • Lt Otr Point Sta· Station Test ,Test
location Depth or Field Field Proctor Percent , No, Ult MOisture Density No, Proctor :􀁾􀁬 􀀠 . (%) (pof) DenSity I Sidewa.11< I 1 110 It north of 14110 Marsh Lane· Goocl'l:!la F 23.8
90.2 702176 97 north elllrance 2 350 fI north of GOQ(jyear F 23,6 88.8 , 702176 98 -3. 110 It tlorth of 14248 Marsh !..ane-Tina F 24,3 69.1 702176 􀀮􀁾􀀠 Marie's Restaurant-south enlrance
I i I , Proctor No, Description OPt. Moisture Max, Densltv I i 702176 Brown flit clay '25.0 9;2,6 2,6 ... .. Specs. .. Gaugll No: 32755 ,Test MethOds: ASTMO 2922 Dens, (% I Mln9S Std.
Density Count: 2674 ASTM 0 3017 Moist. (% I -2 to 4 Sid. Moist Count: 655 , ASTMD898 Trans, Depth (in,): 6 I Remarks: Copies; ;l-Clion! 􀁛􀁐􀁊􀁾 Attn' OQf"uua Q\flley 􀁾􀁎􀀱􀁔􀁙􀁾􀁋􀁬􀀧􀁽􀀯􀀲􀁅
.,....". Ci!y of Addl,on .. 􀁁􀁲􀁴􀁾􀀺􀀠Oava Wild /FV'Tp'f/' 972-450.2831 r.. Bill Camp:>eU. Jr" 􀁾􀁴􀀬􀁃􀀬􀀺􀀠 I The tuult:6 􀁾􀀴􀁗􀁮 en 11'!i6 feDO!tt/t 􀁾 'I,P\;e e"O'chlfiva '.I$(::
of !hl!c c!itf\l fO'wAQrn thty.......t.t obtI;ft!!l'lf.atKf I'IPllly obly 􀁾􀀡􀁉􀀧􀁉􀁉􀀠􀀢􀀡􀀧􀁔􀁉􀁏􀁩􀁾􀁥􀀠tuted MdIilt hupe$lf. l"her;; J'lQ( l!\tteMl'" 􀁾􀀢􀀧􀀠 ..' . . R. 
01/18/1996 23:58 817-737-3314 T-SC/DFW DIV PAGE 02 TEXAS-STERLING CONSTRUCTION, INC. July 26, 2002 HNTB 5910 W. Plano Parkway, Suite 200 Plano, Texas 75093 Attn.: Mr. Jerry D. Holder,
Jr., P.E. Ref.: Arapaho Road-Phase II To"'n ofAddison, Texas Dear Mr. Holder: As you know there have been several field changes with regard to our work on the above referenced project.
The intent ofthis letter is to bring forward all changes and charges as follows; I.) Rock Undercut at Paving Station 22+00 to 26+00 @61' Width by 6" Depth. Increase Bid Item #106 by
452/cy $3.00/pcy $ 1,356.00 (Unclassified Excavation) 2.) Add 10' Curb Inlet with 18" lateral pipe @Paving Station 18+79 Increase Bid Item #204 by (10' 9mb Inlet) 1leach $3,000.00/each"
, $ 3,000.00 Increase Bid Item #207 by (18" Cl III R.C-P.) 94/1.f $ 6O.00/p.l.£ $ 5,640.00 3.) The following items are associated the additional work required to relocate the existing
12" Water line along the proposed Retaining Wall from Paving Station 17+60 to 18+50 and mayor may not not have an appropriate pay item as follows: EXCAVATING' COMMBRCIAL • RESIDENTIAL'
SEWER' WATER 2100 N. HWY 360· SUlTE 106·A· GRAND PRAIRIE, TEXAS 75050. (972) 606-2733 • FAX (!in) 606·2713