· ' . Texas Standard Construction, L.L.C Sam Dalton EXEcutive Vice PrEsident P.O. Box 2/0768 Dallas, Texas 75211 Office: (214) 330-5229 Fax: (214)330-5254 Cell: (214) 502-6058 Pager:
(214) 214-910-4163 
/' ptO 􀁴􀀩􀁁􀁊􀀯􀀧􀀱􀁊􀁾􀁴􀁦􀀧􀁦􀀠j1-$,v"f , 4 y.e.s. II c) DATE SUBMITTED: March 31, 2005 FOR COUNCil MEETING: April 12, 2005 Council Agenda ltem:___ SUMMARY: This item is for the
award ofa bid to Jeske Construction Co. in the amount of$103,562.00 fur the Airport Vehicle Access Road Paving Improvements. ef.Ifr(,vtf 1-./P/2f4.. i () II U 4C/<iie Ie ! u>􀁾K f1:o/.
􀁾􀀷􀁾􀀬􀁪􀀴􀀯FINANCIAL IMPACT: 􀁾􀀮􀀠(2 FT, tv< £t:' Budgeted Amount: $141,500 Cost: Construction Cost $103,562.00 Funding Source: $30,0000fTxDOT'Routine Airport Maintenance Project
(RAMP) funds (a yearly grant) will be applied to this project with the remainder coming from the Airport Fund. BACKGROUND: Several years ago the Airport built a vehicle access road that
runs parallel, and just east of Taxiway A for the purpose ofkeeping airport operations vehicles offofTaxiway A A portion ofthis roadway was repaired last year to include drainage improvements.
This project is a continuation ofthe repairs needed on this roadway. Seven bids were received received on March 22, 2005. A copy ofthe bid tab is attached. The project was bid as an
A+B bid where the A part ofthe bid is the contractor's price to do the work, and the B part ofthe bid is the contractor's estimated time to complete the work multiplied by the "time
value" ofa day, in this case set at $500.00 per day. The A and B parts ofthe bids are added together to get a total A+B amount. The A+B bid amounts are compared and the bid is awarded
to the bidder with the lowest A+B total. The contract awarded is an incentive/disincentive type contract whereby ifthe contractor finishes early he is awarded a $500.00 per day bonus)
Likewise, ifhe finishes late, $500.00 per day is subtracted from his amount bid. (I//' 70 /0 my.s Jeske Construction Co; was the low A +B bidder and bid 50 daYS(to complete the work.
It is estimated he may be able to finish the work 10 days early, so an incentive payment of $5,000.00 could be expected. Jeske Construction Co. has worked fur the Town in the past and
has performed in a very satisfactory manner. RECOMMENDATION: Staff recommends Council pass a resolution awarding a contract to Jeske Construction Company in the amount of$1 03,562.00
fur the Airport Vehicle Access Road Paving Improvements Project, and authorize the City Manager to enter into a contract with Jeske Construction Company for the same amount. Staff further
recommends Council authorize a budget of $78',562.00 in Airport FundS' and $30,000.00 in RAMYfunds for this project, which includes$5,OOO.ooils a possible incentive bonus. 
j i '" s:rrvc .. ,/?tc/A/. 􀁾􀀠. &Jt.-5 '-;;vc-;l-<I 􀁾􀀠s{i,J 􀀴􀁣􀁾j j j j j j j j j j j j j j 
TOWN OF ADDISON AIRPORT FUND LONG-TERM FINANCIAL PLAN Up""le,' Jlt"'C" 31.1005 Actual 2003-2004 Revised Budget ....2004-2005 Vear1 Projeded 2005-2006 Year 2 Projected 2006-2007 Year
3 Projected 2007-2008 Year 4 Projected 2008-2009 BEGINNING WORKING CAPITAL $ 1.760.310 􀁾S 4,296.650 $ 2.446.430 $ 1.273.050 $ 984.780 NET INCOME Operating reVenues: Operating grants
60.117 30.000 30.000 30.000 30.000 30.000 Fuel flowage fees 1.030.378 1.000.000 1.030.000 1.060.900 1.092.730 1,125.510 Renta! 2.981.906 3.070.000 3.162.100 3.256.960 3,354,670 3,455,310
User fees 41.979 35.000 36.050 37.130 38.240 39.390 Tolal operating revenues 4.114.3e0 4.135.000 4.258.150 4.384,990 4,515.640 4,650,210 Operating expenses: Town -Personal services 236.270
284.070 298.270 313.180 326.840 345,280 Town -Supplies 24.759 15,000 15,450 15.910 16.390 16,880 Town -Maintenance 25.304 􀁟􀀣􀀮􀀡􀁩􀀮􀁾􀁾􀁐􀀺􀁜􀀱􀀠24.410 25,830 26,910 28,260 Town -Contractual
services 495,037 407.520 415.670 423.980 432,460 441.110 Grant 􀁾􀀠Opet'3tions & Maintenance 􀀷􀀹􀀮􀀰􀀹􀀳􀁾􀀠􀀶􀀰􀀮􀀰􀀰􀀰􀁒􀁲􀁾􀀠60.000 60.000 Operator -Operations & Maintenance 1.439.523
1,248,740 1,036,150 1.106.660 1.186,290 1,269,330 Operator -Service Contract Total operating expenses Net operating income Non.Operating revenues (expanses): Interest earnings and oiller
34,565 Interest on debl, fiscal fees, & othetNet Non-Operating revenues (expenses} 􀀭􀀺􀀺􀀺􀀽􀀻􀀻􀁾􀀺􀀡􀁾􀁾􀀻􀁲􀀺􀁾􀁉􀁾􀁾􀁾􀁾􀁾􀁉􀁾􀀱􀀡􀀺􀁾􀁾􀁉􀁾􀁾􀁾􀁾􀀱_ Net income (exctudlng depreciation)
807.313 610.910 1.184.280 1.167,820 1.146.730 1.112,230 Sources (uses) ofworkfng capital: Bond proceeds -􀁾􀁾􀁱􀁾􀁬􀀠" -\ -< -"" : -• • • 􀁾􀀠Relflement of long-leon debt -􀀬􀀬􀀢􀁾􀁾􀀢􀁪􀀨􀁦􀁾􀀱􀀿􀀬�
�􀁭􀀱􀁬􀁗􀁾􀁾􀀮􀁩􀁉􀀱􀀡􀂣􀀺􀁴􀀿􀁾 Nat additions 10 fixed ass&fs wilh grants (88.794) (70.000) (425,000) (1.116.200) (200.000) Clher net additions 10 fu::ed assets (924.994) (2.216.100)
(2.396.500) (1.000.000) (1.000.000)· (500.000) Net sources (uses) ofworking capital (1.013.788) 2.113,900 (3,036,500) (2.341.200) (1.435.000) (745.000) ENDING WORKING CAPITAL $ 1.573.835
$ 4,298.650 $ 2.446.430 $ 1.273,050 $ 984,780 $ 1.352.010 PROJECTS Grant Projects: Capital (Town's Share): 􀁟􀁾􀀮ron I Taxiway Construction 88,194A 􀁾􀀱􀁩􀀡􀁡􀀢􀀭􀀰􀁊􀀡􀀡􀁦􀁩􀁬􀁭􀁾􀁾􀀠􀁾􀁲􀁯􀁪􀁄􀁬􀀠T
erminal Building 40.000 360,000 Runway 15133 Overlay and Enhancement 40.000 513.000 Airport lighting upgrade 25.000 Taxiway rehabilitation 177.200 Runway 15133 Extension 426.000 Overlay
Taxiway Alpha 􀀢􀀱􀀺􀀽􀁝􀁝􀁾􀂱􀀺􀀺􀀺􀀺􀁲􀀺􀀽􀁾􀁾􀁇􀁃􀁾􀁷􀀡􀀱􀀮􀁛􀀺􀁉􀀺􀁉􀁊􀁝􀂧􀁾􀁌􀁉􀀺􀁪􀀲􀁾􀀰􀁾􀀰􀁾􀀧􀁏􀁾􀀰􀁾􀀰􀀺􀁊􀁃􀀽􀀽􀀺􀀺􀀺􀀺􀀺􀀺􀀺􀀺Tolal _$ 88.794 $ 70.000 $ 425.000 $ 1.116.200
$ 200.000 $ Other Projects: Capital: Operating & Maintenance Equipment Land Acquisition Economic Development Program Hangar Redevelopment Total Created: 03131/05 
11., 􀁾􀀠MEMO To: Ron Whitehead, City Manager From: Randy Moravec, Finance Director Re: Revised Airport Fund Long-Term Plan Date: March 31, 2005 The award of a bid for construction of
a new flIel farm at the airport that was significantly higher than estimated required a reexamination of the Airport fund long-term financial plan to ensure the fund would be capable
of supporting needed capital projects in addition to anticipated operation and maintenance expenses. The finance department reviewed the financial plan with Airport Manager Lisa Pyles
and General Services Director Mark Acevedo and developed a modified plan that is included with this memorandum. All modifications to the plan are highlighted on the plan statement and
are described below: *' The original plan did not Include the ·sources· and ·uses· of the $4.4 million in certificates of obligation (CO). The modified plan shows the $4.4 million proceeds
coming in fiscal year 2005 and being spent in 2005 and 2006 for the new fuel farm ($3,963,200), removal of the equipment associated with the old fuel farm ($336,500). The remaining $100,300
is allocated to design of drainage improvements during the 2005 fiscal year. 􀁾􀀠 The construction of drainage improvements that were to be funded with a portion of the CO proceeds have
been allocated for the 2006 and 2007 fiscal years for a total of $2 million coming from accumulated fund balance. To support this project, the $2 million projected for hangar redevelopment
during fiscal years 2008 and 2009 has been reduced to $500,000.*' The debt service associated with the CO issue has been changed to reflect the actual amount to be paid. Over the five-year
period of the financial plan, the repayment of prinCipal and Interest totals $1,676,490 instead of the $2,097,850 budgeted. 􀁾􀀠 Several other projects have been added to the 2005 fiscal
year budget: • Second phase for rehabilitating distressed pavement on the airport's west side ($270,000). • Repair of vehicle access road ($141 ,SOO). • Maintenance vehicles and machinery
($87,600). • Town's portion of an automatic weather observation system ($30,000).*' With the above modifications ending fund balance at the end of the five-year horizon is projected
to be $1,352,010, or $363,890 less than included in the original financial plan. At no time during the plan does fund balance drop below the 25% floor established by the Town's financial
policies. 
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';'Jli) IL'l'fmw l'rfrk!tY1.I'I : I􀁾i i =JARCHITECTS ENGINEERS PLANNERS ,'!Iiii<' 21J1; {,Imlt.. Ii'.'w':; 􀁾􀀧􀁩􀁦􀁊􀁬􀀩􀁦􀀠('r.1J (.f>j3;6Jt. /·:·I.Y (';-.:) 6M·'i61·} August 10,2004
Town ofAddison 1680 I Westgrove Drive P.O. Box 9010 Addison, Texas 75001-9010 Attn: Mr. Jim Pierce, P.E. PAVING AND STORM SEWER MODIFICATIONS FOR THE FUEL TRUCK ROADWAY Dear Jim: We
have reviewed the bids for the referenced project, and find that the low bidder is Texas Standard Construction, Ltd., provided that all four additive alternates are accepted. From previous
conversations with you, it is our understanding that all four additive alternates will be awarded for this project. All contractors attended the mandatory pre-bid conference with the
exception of Gibson & Associates, who attended the pre-bid conference for the first bidding in July. No mathematical errors were found in the bids, which are detailed in the attached
bid tabulation. In addition, we have contacted references provided by Texas Standard Construction, and have found sufficient favorable recommendations from the individuals we contacted.
Thank you for the opportunity to work with you and your staff on this project. As always, please let us know how else we can help. V cry truly yours, HNTB CORPORATION Michael A. Hutchison,
P.E. Project Manager enclosure 􀁊􀁶􀀬􀀱􀀻􀀩􀀧􀀱􀀰􀀱􀁩􀁬􀀬􀁜􀁾􀁾􀀿􀀵􀀬􀀹􀀻􀁉􀀻􀀬􀁉􀁉􀁲􀀬􀁬􀁊􀁦􀀬􀁬􀀺􀀬􀁾􀁰􀁡􀁤􀁜􀁃􀁏􀁍􀁍􀁍􀁔􀁇􀁓􀁜􀁌􀁅􀁔􀁦􀁅􀁒􀁓􀁜􀀰􀀸􀀲􀀰􀀰􀀴􀀠bid recomendation.doc Ilf·'j(f'.
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BID TABULATION PAVING REPAR AND STORM SEWER MODIFICATIONS FOR THE FUEL TRUCK ROADWAY Texas Standard Construction, Ltd Base Bid Alternate 1 Alternate 2 Alternate 3 Alternate 4 Total Cl
$ 21,600 AI $ 11,400 02 $ 5,200 Bl $ 2,100 C2 $ 30,520 $ 70820 04 $ 17,200 B2 $ 3,570 $ 20,770 83 $ 2,625 $ 2,625 01 $ 7,210 $ 7,210 03 $ 4,200 $ 4,200 05 $ 2,940 $ 2,940 $ 38,800 $
11,400 $ 5,200 $ 22,645 $ 30,520 :Ii 108,565 Pioneer Scale Company,Inc 8aseBid Alternate 1 Alternate 2 Alternate 3 Alternate 4 Total Cl $ 15,333 AI $ 15,400 02 $ 4,767 81 $ 2,889 C2
$ 37,688 $ 76,077 04 $ 12,444 82 $ 4,911 $ 17,356 B3 $ 3,611 $ 3,611 01 $ 9,533 $ 9,533 03 $ 5,778 $ 5,778 05 $ 4,044 $ 4,044 $ 27,778 $ 15,400 $ 4,767 $ 30,767 $ 37,688 $ 116,399 Jim
Bowman Construction Co., L P . . Base Bid Alternate 1 Alternate 2 Alternate 3 Alternate 4 Total Cl $ 21,000 AI $ 16,400 02 $ 12,300 Bl $ 3,400 C2 $ 33,400 $ 86,500 04 $ 18,200 B2 $ 5,300
$ 23,500 B3 $ 4,100 $ 4,100 01 $ 10,300 $ 10,300 03 $ 13,400 $ 13,400 05 $ 12,000 $ 12,000 $ 39,200 $ 16,400 $ 12,300 $ 48,500 $ 33,400 $ 149,800 Gibson & Associates, Inc Base Bid Alternate
1 Alternate 2 Alternate 3 Alternate 4 Total Cl $ 37,000 Al $ 24,800 02 $ 15,000 Bl $ 4,600 C2 $ 55,300 $ 136,700 D4 $ 20,200 B2 $ 6,700 $ 26,900 B3 $ 5,300 $ 5,300 01 $ 20,000 $ 20,000
03 $ 15,000 $ 15,000 05 $ 10,600 $ 10,600 $ 57,200 $ 24,800 $ 15,000 $ 62,200 $ 55,300 $ 214,500 Covenant Construction Group, Unlimited Base Bid Alternate 1 Alternate 2 Alternate 3 Alternate
4 Total Cl $ 187,668 Al 02 Bl C2 $ 187,668 04 B2 $ -B3 $ -01 $ -03 $ -05 $ -$ 187,668 NO BID NO BID NO BID NO BID $ 187,668 Prepared by: Michael Hutchison M:\lOBS\39959-FueITr1< RoadlTECHPRODIBid
TablFuel Truck Road Bid Tab 081004 Print Oate: 8/23/2004 
TEXAS STANDARD CONSTRUCTION LTD. P,O, BOX 210768 DALLAS, TX, 75211 (214) 330-5229 Office (214) 330-5254 Fax INVOICE Number: 083104 Date: August 31, 2004 Bill To: Job: Dave Foster Bid
04-27 Paving Repair & Storm Sewer Jim Pierce, P,E, Modification for the Fuel Truck Roadway Town ofAddison P.O. Box 9010 Addison, TX 75001 Terms Net 30 Pay Request #1 Item No. Descri
tion I. Work completed this pay period. a. Areas 100% completed, B-1, B-2, B-3, & C-l b. Sawcut & removed existing paving A-I, D-3, & D-4 Amount $ 40,000.00 Total $ 40,000.00 Thank you
for your business! Please pay from this invoice. No others will be sent. 
ENGINEER'S OPINION OF PROBABLE COST PAVING REPAIR AND STORM SEWER MODIFICATION FOR THE FUEL TRUCK ROADWAY PREPARED BY: Michael A. Hutchison CHECKED BY: Gabe Favre DATE: 05/27/04 DESCRIPTION
aTY UNIT UNIT PRICE AMOUNT REPAIR AREA Al PRIORITY 2 To'THICK 5000 PSI REINF. CONC. PVMT. 132 SY $ 55.00 $ 7,260 REMOVE EXIST PAVEMENT 132 SY $ 12.00 $ 1,584 UNCL EXCAVATION 88 CY $
6.00 $ 528 CAP EXIST. JUNCTION BOX 1 EA $ 500.00 $ 500 18" RCP, C76, CLASS III,INCL EMBEDMENT 18 LF $ 30.00 $ 540 GRATE INLET 1 EA $ 2,000.00 $ 2,000 BLOCK SOD 1980 SF $ 0.65 $ 1,287
SUBTOTAL $ 13,699 REPAIR AREA Bl 10" THICK 5000 PSI REINF. CONC. PVMT. 27 SY $ 55.00 $ 1,485 REMOVE EXIST PAVEMENT 27 SY $ 12.00 $ 324 UNCl. EXCAVATION 18 CY $ 6.00 $ 108 CAP EXIST.
JUNCTION BOX 0 EA $ 500.00 $ 18" RCP, C76, CLASS III, INCL EMBEDMENT 0 LF $ 30.00 $ GRATE INLET 0 EA $ 2,000.00 $ BLOCK SOD 400 SF $ 0.65 $ 260 SUBTOTAL $ 2,177 REPAIR AREA B2 10" THICK
5000 PSI REINE CONC. PVMT. 46 SY $ 55.00 $ 2,530 REMOVE EXIST PAVEMENT 48 SY $ 12.00 $ 552 UNCl. EXCAVATION 31 CY $ 6.00 $ 186 CAP EXIST. JUNCTION BOX 0 EA $ 500.00 $ 18" RCP, C76, CLASS
III, INCL EMBEDMENT ° LF S 30.00 $ GRATE INLET 0 EA $ 2,000.00 $ BLOCK SOD 680 SF $ 0.65 $ 442 SUBTOTAL $ 3,710 REPAIR AREA B3 10" THICK 5000 PSI REINF. CONC. PVMT. 34 SY S 55.00 $ 1,870
REMOVE EXIST PAVEMENT 34 SY $ 12.00 $ 408 UNCL. EXCAVATION 23 CY $ 6.00 S 138 CAP EXIST. JUNCTION BOX 0 EA $ 500.00 $ 18" RCP, C76, CLASS III, INCL EMBEDMENT 0 lF $ 30.00 $ GRATE INLET
° EA $ 2,000.00 $ BLOCK SOD 500 SF $ 0.65 $ 325 SUBTOTAL $ 2,741 REPAIR AREA Cl PRIORITY 1 12" THICK 5000 PSI REINF. CONC. PVMT. AREA A 125 SY $ 50.00 $ 7,500 10" THICK 5000 PSI REINF.
CONC. PVMT. AREA B 38 SY $ 55.00 $ 2,090 REMOVE EXIST PAVEMENT 163 SY $ 12.00 $ 1,956 UNCL. EXCAVATION 83 CY $ 6.00 $ 498 . CAP EXIST. JUNCTION BOX 0 EA $ 500.00 $ 18' RCP, C76, CLASS
III, INCL EMBEDMENT 0 LF $ 30.00 $ GRATE INLET 0 EA $ 2,000.00 $ BLOCK SOD 1200 SF $ 0.65 $ 780 SUBTOTAL $ 12,824 PAGE 1 OF3 PRINT DATE: 7/812004 
ENGINEER'S OPINION OF PROBABLE COST PAVING REPAIR AND STORM SEWER MODIFICATION FOR THE FUEL TRUCK ROADWAY DESCRIPTION OTY UNIT UNIT PRICE AMOUNT REPAIR AREA C2 12" THICK 5000 PSI REINF,
CONC. PVMT. AREA A 221 10" THICK 5000 PSI REINF. CONC, PVMT. AREA B 96 REMOVE EXIST PAVEMENT 317 UNCL. EXCAVATION 106 CAP EXIST. JUNCTION BOX 0 18" RCP, C76, CLASS III. INCL EMBEDMENT
0 GRATE INLET a BLOCK SOD 1200 SUBTOTAL SY SY SY CY EA LF EA SF $ $ $ $ $ $ $ $ 60,00 55.00 12.00 6,00 500,00 30.00 2,000.00 0.65 $ $ $ $ $ $ $ $ $ 13,260 5,280 3,804 636 780 23,760
REPAIR AREA D1 10' THICK 5000 PSI REINF, CONC. PVMT, REMOVE EXIST PAVEMENT UNCL EXCAVATION CAP EXIST, JUNCTION BOX 18" RCP, C76, CLASS III, INCL EMBEDMENT GRATE INLET BLOCK SOD SUBTOTAL
88 88 59 1 28 2 1320 SY SY CY EA LF EA SF $ $ $ $ $ $ $ 55.00 12,00 6.00 500.00 30.00 2,000,00 0.65 $ $ $ $ $ $ $ $ 4,840 1,056 354 500 840 4,000 858 12,448 REPAIR AREA D2 PRIORITY 3
10" THICK 5000 PSI REINF. CONC. PVMT. 44 SY $ 55.00 $ 2,420 REMOVE EXIST PAVEMENT 44 SY $ 12.00 $ 528 528 .. UNCl. EXCAVATION 30 CY $ 6.00 $ 180 CAP EXIST, JUNCTION BOX 1 EA $ 500,00
$ 500 18" RCP, C76, CLASS III, INCL EMBEDMENT 28 LF $ 30.00 $ 840 GRATE INLET 2 EA $ 2,000.00 $ 4,000 REPAIR AREA D3 10" THICK 5000 PSI REINF, CONC, PVMT. 54 SY $ 55.00 $ 2,970 REMOVE
EXIST PAVEMENT 54 SY $ 12.00 $ 649 UNCL. EXCAVATION 36 CY $ 6,00 $ 216 CAP EXIST. JUNCTION BOX 1 EA $ 500,00 $ 500 18" RCP, C76, CLASS III, INCL EMBEDMENT 28 LF $ 30.00 $ 840 GRATE INLET
2 EA $ 2,000.00 $ 4,000 BLOCK SOD 800 SF $ 0.65 $ 520 SUBTOTAL $ 9,694 REPAIR AREA D4 10' THICK 5000 PSI REINF. CONC. PVMT. 118 SY $ 55.00 $ 6,490 PRIORITY 1 REMOVE EXIST PAVEMENT 118
SY $ 12.00 $ 1,416 UNCl. EXCAVATION 79 CY $ 6.00 $ 474 CAP EXIST. JUNCTION BOX 1 EA $ 500,00 $ SOD 18" RCP, C76, CLASS 1I1,INCL EMBEDMENT 28 LF $ 30.00 $ 840 GRATE INLET 2 EA S 2,000.00
$ 4,000 BLOCK SOD 1760 SF S 0.65 $ 1,144 SUBTOTAL $ 14,864 REPAIR AREA D5 .. 10" THICK 5000 PSI REINF. CONC. PVMT, 38 $ 55.00 $ 2,090 REMOVE EXIST PAVEMENT 38 $ 12,00 $ 456 UNCL. EXCAVATION
25 $ 6.00 $ 150 CAP EXIST, JUNCTION BOX 1 $ 500,00 $ 500 18" RCP, C76, CLASS III, INCL EMBEDMENT 14 $ 30.00 $ 420 GRATE INLET 1 $ 2,000.00 $ 2,000 PAGE20F3 PRINT DATE: 71812004 
ENGINEER'S OPINION OF PROBABLE COST PAVING REPAIR AND STORM SEWER MODIFICATION FOR THE FUEL TRUCK ROADWAY DESCRIPTION QTY UNIT UNIT PRICE AMOUNT MOBILIZATION (10%) SIGNS, BARRICADES,
TRAFFIC CONTROL 1 1 LS LS $ 11,079 $ 2,000 11,100.00 2,000.00 TOTAL $123,894.00 Say: $124,000.00 BASE BID (Cl, 04): ADDITIVE ALTERNATE 1 (Al): ADDITIVE ALTERNATE 2 (02): ADDITIVE ALTERNATE
3 (Bl, B2, B3, 01,03,05)ADDITIVE ALTERNATE 4 (C2): : 35,000.00 15,000.00 10,000.00 39,000.00 25,000,00 TOTAL: 124,000.00 PAGE30F3 PRINT DATE: 7/8/2004 
• : 􀁉􀁾􀁩􀀠i=J LETTER OF Job No . 39959 Tile HNTB Componies Suite 200, 5910 W PIMa Parkway, PJarto Texas 75093 (912) 661 ·5626 TRANSMITTAL Date 07/07/04 ,-_.... ... _---, rTown of Addison
Re: !Plans and Specifications for the Re-bid of the IAttn:Jim Pierce, P.E. : Fuel Truck Roadway project IAssistant Public Works Director I 116801 Westgorve Drive jAddison, TX 75001 ___...._
1 ________J WE ARE FORWARDING TO NO.OF I COPIES SHEET NO. LAST DATED DESCRIPTION 1 i July 7,2004 PS&E Documents for the Fuel Truck Roadway Project 􀁾􀁾􀀮􀀮􀁬􀀮􀁟􀀧􀁟....___􀀮􀀧􀁊􀀺􀁶􀁾􀀤􀀽􀀭􀁾􀀨􀁾􀀱�
�􀁩􀁴􀁩􀀠􀁾􀁾􀁜􀁾􀁾􀁥􀀮􀁩􀀮􀀺􀀬􀀠s.,.;...,!mk______________􀁾_ ____􀁾􀀠i_______________________________ i ! ! i 􀀭􀀭􀀭􀁾􀀮􀀭i THESE ARE TRANSMITTED: o For approval o For your use o As
requested D For review & comment PLEASE NOTE: I I have attached your copy of the documents for the re-bid of the Fuel Truck Roadway project. 􀁔􀁨􀁾􀀠addendum Ifrom the previous letting
has been incorporated into this set Ifyou have any questions, please contact me at 972-628-3174. COPY TO: Dave Foster w/attachment Michael A. Hutchison, P.E. Project Manager 
SEP-01-2004 WED 10:23 AM FAX NO, p, 01 􀁾􀀠. 􀁾TExas Standard Construction, L11:>, FACSIMILE TRANSMISSION SHEET h (;) 􀁾􀀧􀀾􀀢􀀮􀀬􀀩􀀠􀁾􀀭􀁉􀀠'"\) 4To: l2. 􀁾􀁜􀀱􀀠or.-Dale: Attn: -$,tV\
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rAK NV.SEP-OI-2004 WED 08:32 AM TEXAS STANDARD CONSTRUCTION LTD. INVOICE P.O. BOX 210768 DALLAS. TX. 75211 Number: 083104 (214) 330-5229 Offiee (214) 330-5254 Fax: Date: August 31. 2004
BWTo: Job: Dave Posta Bid 04-27 Paving Repair &. Storm Scnvcr Jim Pierce. P.E. Modification for the Fuel TruCk RoadWay Town ofAddison P.O. Box 9010 Addison. TX 75001 􀁾______􀁾__ 􀁾________.________-
L_______________________________.._ TerlDS 'ay 􀁒􀁾􀁵􀁥􀁡􀁩HI Neill) IteJll No. Destri tlon Amouat I. Work completed this pay period. S40,000.00 a. Areal 1001'10 􀁑􀁏􀁭􀁰􀁬􀁣􀁾􀀮B-1,
B-2. D-3, &.C-I b. Sawcut &. removed exil!qpaving A-I, D-3, &; D-4 Total $ 40,000.00 Thank yoa for your bW$! PI_pay from thi. mvoi"c. No albers will be sent 
PAGE 112972 450 7096; SEP·1 ·04 S:59AM;SENT BY: FINANCE DEPARTMENT; P. 01fAX NO.􀁓􀁅􀁐􀁾􀁏􀁬􀀭􀀲􀀰􀀰􀀴􀀠WED 08;32 AM Texas Standal'd CDnstruction FACSIMILE TRANSMISSION SHEE" Town of
AddlsOf\ Dat .. : AugY8131. 2004 Mr, Jim Piert:$, p,e, Ral !lid No, 04·27 FuNo, 􀀹􀀷􀁾􀀠From: Ronakl H, Dellon. 􀁐􀁲􀁥􀁡􀁩􀁤􀀧􀁾􀁴􀀠? TOIII .." ....: ""a_________ 1Ww...... .,.httfl
Please ,tW1 alIBCh&d, Thank You, 
􀁾􀁕􀁇􀀭􀀳􀁏􀀭􀀲􀀰􀀰􀀴􀀠HON 02:55 PM FAX NO. P. 01 C Tt;xas Standard Construction, Lro. FACSIMILE TRANSMISSION SHEET To: e.-JT-( () fAo,)ct•...." Dale! 6r ?(:v" 4AUn: rJ. "'"' 􀁐􀀯􀁾􀀠Re:
􀁾􀁉􀀩􀁾􀀵􀀢􀀢􀀢􀀠􀀮􀁫􀁜􀁾􀀴􀀠04;-1.:7 􀁡􀀮􀁾􀁉􀀭􀀭􀀯􀁌􀀮􀀠Fax No. q -45"0 􀁾􀀠1.'i331 From: ,sHfltlOO,A-N 􀁇􀀭􀁾􀁉􀁦􀁦􀀨􀁲􀁮􀀠Tolal of pages: '3 (including cc>ver sheel) Message: ".0.
Bpx i!!/07GS • aliI/us, TEXas 􀀷􀁓􀁾􀀱􀁦􀀠• Off/c., (2/4) 33O-S2i!S • FIIJ(, 􀀨􀁾􀀱􀀴􀀩􀀠330:5254 
p, 02AUG-30-2004 MON 02:55 PM FAK NO. PAGE: 03/B4OLDCASTUE APG TEXASae/3B/2B84 13:52 9722437913 Custom·Crete. Illc. 2824 Joe Field Rd Oall85, 􀁔􀁥􀁾􀁡􀁥􀀠75229 Sl72·243·4488 CONCRETE
MIX CIi$IGN DESIGN NO. TX7075A TxDol Class K DATI:: 813012004 ClIent; Texa, 􀁓􀁴􀁾􀁮􀁤􀀳􀁲􀁴􀀱􀀠 Project: AddiSOn Alrpon 􀁒􀁾􀁱􀁵􀁬􀁲􀁥􀁤􀀺􀀠255 PSI Flaxive -tD open to traffle -50!)
FlSI Flaxlveln 24 Hre a Inch mliX slump. B.O % Air .. -1.5 % Oeelgn Average $1rengtM5: 24Iiour-3700 7·Pay =6417 Za-Day " SummalY' 7.5 􀁓􀁾􀁫􀁾Per CubiC Yard I:.A. 83.3 percerit Course
Aggregate F. A. 3B.7 P"mml Fine Aggregate Water 33.01 Gallons/Yard 0.390 Lbs Ilbs Addlllves: EUe!iClAir30 (Air Entrainment) a.1l OziSadt EUclid NW (Water Reduce., 4.2 0" ISlIck l!'uclld
Acn200 NOfloChiolide Accel 80 O.z ICWI Calculllled UnH Weight (!,CF) 146.7 Measured Una Weight: (PCI") 􀀱􀁾􀀵􀀮􀀵􀀠Measured SIUfIlP: 3.0 Measured Air Conlent: 6.0 Materials: Cemi!l'1l:
T)(1 TYPD Iii Mkllothlan, T&xIS Flyash: NJA CA TeK9s IMustfles Grade 3 Mill Creek, OklaMma F.ol. Trinity Malarlals Seagoville, TeXiS AddlllvS6: Eudle! Alr30 (Air Entrainm_nl) ASTMC-260
Euclid NW (Waler ROducer) ASTM C-494 Euclid Acn200 (Nol\-Chiorida Acel Batch Proportions (one Cllblc yard) 􀁍􀁡􀁴􀁥􀁾􀁑􀁬􀁳􀀺􀀠Weight (lbs) Absolute Volume Cement 705 3.5887 Fly Ash
j) .0000 C,A. 1870 SSD 83% 10,7810 F.A. 1084 SSD 37% 6.6052 water 215 33.01 gal 4.4071 Air 4.50z II 1.6200 'W. Rellucer 31.5 02: .0000 Aet:elerlllor 500z. .0000 3Q34lbs TOTAL :27.0000
Cu 1'1 CONFIRMATION TEST Compressive Strenght (PSI) 24 Hour 7-Day 28-t:>ay 3640 6300 5980 3780 6450 7050 3710 6500 easo AvO· 3703 6417 69n 
FAX NO. P. 03AUG-30-2004 MON 02:56 PM PAGE fl41!14I1DCA5TLE AI'S 􀁔􀂣􀁾􀁁􀁓9722437913 Passing SIev8Size 3/8 #4 #B #1\1 1130 IISO #100 Design No. T)(7075A SUMMARY OF RESULTS Slevs AnalYSis
Fine AgoregatGs Trinity Materials· SeaGoville Percenl PQssing 100 90.s 65.1 66.5 47.8 15.1 2.5 Finer Than No. 200 Sieve: 1.50 Fineness MOdulus: Speclftc GravRY: AbsorptIOn: Acid Insoluble:
Ory Rodded WI; Pas8illg Si&veSlze 1·1/2" 􀁾􀀱􀀴􀀢􀀠" 112" 316" No.4 No.8 Finer Than No. 200 Siella: SD8Ciftc GraVity: Abaorbllon: LA Abrasion. % loss Sodium Soundness OIY RodlIe.:l Welgnt:
2.83 :1.64 1.1 78.0 109.2 COURSE AGGREGATE IXI Aggregates' Mill Orsak Crushed UmeSlone percent Puslng 0.0 3.7 11.9 !1M 66.0 !il7.7 QU 0.50 . 2 . .,5 0.07 23.00 1.0 103.26 100 9S-1oo
e0.100 l!()'66 25·60 10.30 0.10 M£!x3.0 2.3·3.1 o 0·6 40.75 95·100 Max 1.0 Max 45 
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(9 (including cover sheel) Message: -Ze:e:7 P,O. eo>! ZI076B • Dallas. 􀁔􀁾􀀩􀀯􀁡􀁳􀀠75211 • 􀁏􀁦􀁦􀁬􀁣􀁾􀀬􀀠(214) 330-SZa9 • Fait: (i!14) 1130·SZS4 
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tn = 0..: EAST JORDAN IRON WORKS. INC. P.O. BOX 4.39 EAST JORDAH. lolL 49727 l 1-8OD-874-41oo FAX .231-536-4458 DRAWN I DAn: sea 07/16/00 J L IPPROIIED I DIllE 24 1/4" 22 VX' [6IBmmJ
[572mm] (054mn\I [MOmm] I V-5759 FRAME25 'J/4" 2ff' fRAME fOP VIEW fRAME SECTION V-5759 REF'. PROllIJCT DRAWING g :x: <C lL. :>:: <t: gs gs ;g o ru J, g ru 37 3/4' ------"""1 NA(96Imltll
est. WT. 36 1/4" fRAME: 110 LEIS 50kg[92Imm]-------l 23/+{7Qmm]1 3/4" II I 􀁾􀀠{44mmJ ---.l llf'ElI N<EA 􀁾􀀠A f NIl. MATL SPEC.t 34 1/2"-[876rnm]---FRAt.lE -GRAY IRON ASTM A48 cue ;vr
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􀁾􀁾􀀠􀁾􀀠􀁾􀀠􀁾􀀠􀁾􀀠􀁾􀀠􀁾􀀠􀁾􀀠􀁾􀀠􀁾􀀠􀁾􀁾􀀠J IIJ/B" JL 5/8" [35mm] [16mmJ GRATE SECTION 1 3/8"I 􀁾[:l5mm] 1 3/4" 􀁉􀁾􀀧􀀠[44mm] 24􀁾􀀠[610mm] I 6 3/16" [157mm] 5/8I I 􀁾􀀠S [16mm]
1" I t [25mm] 􀁾􀀠GRATE SECTION 2 1/4"J:mJ 1 3/4" [ 44rnmJ I I B\0 I/. (>4-'2.7 EAST JOROAN IRON WORKS, INC. P.O. BOX 439 EAST JOROAN, t.tl. 49727 1-800-874-4100 FAX 231-536-4458 ORAWN
DAL DAlE 6/03/02 APPROVED DAlE V-S7S9 GRATE PROOUCl NO. 45759030 CATAlOG NO. V-S759 REF_ PRODUCT DRAWING N/A EST. wr. COVER: 225LBS 102kg OPEN 􀁾􀁒􀁅􀁁􀀠392sq.in. 2528sq.cm. lolA'I'L
S P Ee. GRATE -GRAY IRON ASTM A4B CL30 LOAD RATING HEAVY DUTY g <J: 
Fuel Truck Roadway -TXI and Custom Crete Mix Designs and Grate Inlet Detail review Page 1 ofl Jim Pierce From: Mike Hutchison [MHutchison@HNTB.com] Sent: Friday, August 27, 2004 3:54
PM To: Jim Pierce Subject: Fuel Truck Roadway -TXI and Custom Crete Mix Designs and Grate Inlet Detail review Jim: I have reviewed the additional TXI concrete mix design submitted by
Texas Standard Construction for the above project dated August 25, 2004. I find it to conform to the specifications, provided that the same aggregate gradation sheets that were submitted
for previously are used with this design. I have also reviewed the re-submitted Custom Crete Mix designs. The design for Class "P" meets the requirements of the specifications. However,
the design for NCTCOG Class "M" (referred to by Custom Crete as Class "K" modified) states a flexural strength of 300 psi in 24 hours. The plans call for 3600 psi compressive strength
in 24 hours, which corresponds to 600 psi flexural strength. Therefore, the contractor should resubmit the Class "M" (Class "K" modified) design to show a compressive strength of 3600
psi in 24 hours, or a flexural strength of 600 psi in 24 hours. Lastly, I have reviewed the precast grate inlet detail submitted by Texas Standard Construction dated 8124104. The inlet
detail provided in the plans calls for a-inch walls with #5 bars on 6-inc centers. The precast inlet detail submitted by Texas Standard shows 6-inch walls with #4 bars on a inch centers.
I would recommend that the contractor resubmit with a design equivalent to that which is shown in the plans. This e-mail and any files transmitted with it are confidential and are intended
solely for the use ofthe individual or entity to whom they are addressed. Ifyou are NOT the intended recipient or the person responsible for delivering the e-mail to the intended recipient.
be advised that you have received this e-mail in error and that any use, dissemination, forwarding, printing, or copying ofthis e-mail is strictly prohibited. 8/27/2004 
invent HP LaserJet 3200S8 HP LASERJET 3200 AUG-27-2004 5:11PM Fax Call Report Job Date Time Type Identification Duration Pages Result 801 8/2712004 5:10:23PM Send 92143305254 0:34 1
OK JIm Pleroe FJ'OI'!I: 􀁍􀁩􀀣􀁈􀀧􀀮􀁴􀁲􀁊􀁩􀁉􀁉􀁡􀁔􀁛􀁍􀁈􀁾􀁣􀁯􀁭􀁬􀀠s.nt: 􀁾􀀮􀁁􀁵􀁧􀁵􀁬􀁬􀁚􀀷􀀮􀀲􀀱􀀬􀀧􀀡􀀨􀀩􀀴􀀳􀀻􀀤􀀰􀀴􀁐􀁍􀀠Til: Jim Pierce 5ubjlrt F...ITrucll 􀁒􀁾􀂷􀁔􀀻􀁘􀁉ol'l!l
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invent HP LaserJet 3200se HP LASERJET 3200 AUG-27-2004 5:17PM Fax Call Report Job Date Time Type Identification Duration Pages Result 802 8/27/2004 5:15:34PM Send 99726615614 1:26 2
OK TOWN OF ADDIsoN PuBLIC WORKS To: 􀁦􀀥􀁫􀁾􀀠From: Jim Plent, P,E. Ass. Public Wks. »ir. Company; 1fIJ773 Ph.ne: 97l1451>-2879 FAX: 9721451>-2837 FAX #: 912·C,ll-g{,I 'f jpitrU@a.addiJoa.tJ;;.N
Date: 16801 WestgroveW7/0tf P.O.!!o. 9010 # olpoges (including <over):__ Ad_n, TX 75001-9010 R" 􀁾􀁾Vz 􀁦􀀴􀀻􀁾􀁾􀀠Cl Orlgtaal in. mall DFlII o Ca.IIme 
FAX NO, p, 01AUG-27-2004 FRI 12:30 PM C TExas Standard Construction. L<p. FACSIMILE TRANSMISSION SHEET To: C-I'M of 􀁾􀁉􀁓􀁏􀀬􀀮􀁊􀀠Dale: O,'tl-9f , "'J.-PI eJl:-t.' kOtu.J 􀁁􀁬􀁾􀁦􀀧􀀧􀀧􀀬􀁣􀁦􀀧􀀧􀀧
Attn: Re: """ 0 4:' '2. 7 4"5"0 p 􀀧􀁚􀁥􀁾􀀱Fax No. From: S H 􀁦􀁾""A-N' G-Il.'ff-lnl ".. -1" " Total of pages: II (including c(lver sheet) Message: p,o, Sox ZI076/i1 • Dallas, TEXas
7521{ • Off/CI!: (iili4) 330·5Z2!J • FIil"/(i?14) 330·5Z54 
fiUG-27-2004 FRI 12:30 PH FfiX NO. P. 02 􀁖􀁕􀀧􀀴􀁴􀁆􀁌􀁏􀁏􀁾􀀠􀁏􀁾􀀻􀁌􀁾􀀠􀁾􀀱􀀲􀁾􀀴􀀳􀀷􀀹􀀱􀀳􀀠OLllCASTL£ lIPa TEXAS PAGE a2/11 Custom-CrIIIJ, Inc. 2lI24 Joe FIeld Rd Dalla, Taxa_
7&2211 972-248-4488 CONCRETE MIX DiSIGN OESIGN NO. TX7OB5A·Mod Cfa.8 K· Modlned OilTI'!! 8126/2004 cnent T9I(a5 Standard ProJBc:t Addison Airport Required: 300 PSI Flex In 24 HI'6 3
IIICh lIlfulump, 6.0 'HI AIr .... 1.5 􀁾􀁾____ Duan Averlllltl SWI1\IIh&: 24 Hour 􀁆􀁉􀁾􀀠Summary: U CA. ' F, A. Wilier Addlllvea: Matel1al&: Cement F1yash: C.A. F.A. AddHlve6: Materlalli:
Ceme/t fly Ash CA. F.A. WQr Air W.Reducer A0ce4eratDr Avo. SlIC1<s Pili' CIIllIo Yam 611.3 Pe!l:ll1l CoU/'il8 AGGreoele '0.1 Percen! FIIIII AQuA!gate 28.81 GlllOns IYIlrd BOrlll Alr30
(AIr Entl'<llnmenl) IlIorallJll (Water RedUCer) Boral ACII200 Ncln-ChloM.. Accel Calculllted 􀁕􀁮􀁾Wlight: (l'CF) MII.sured Unit W_hI: (!'OF) MeiilSUllid Slump: Measured Air Content:
TXlTyPEI III NlA T••lndustrles Grade 3 Trinity Matellals 8or.ll AI1'90 (Air I!ntralnmel1l) 80ral LR (Wata, Reducer) IlIorlllACII2lIO (Non-ChlDl1de AceI) 8l11ch Pl'\lportions (one wille
yard) Wa/gltl: (Ibs) 1111 o 1888 12S11 240 3.380Z 21,30z 800% 4039 Lbs SSO 51l'K> S$O 41% 26.1119111 4.1 TOTAl. CONFIRMATION TEST Flexural SlrenQht 24 Hellr Flex 32:; 330 328 328 0 _/􀁦􀁯􀁾􀀧􀀺􀀯􀀺::
,," c 0,393 􀁾􀁢􀁳􀀯􀁕􀁬􀀧􀀠0.52 Ol:lSili:k 4.2 Oz/SaC!( 80 Oz.1Cwt 149.6 '411.0 3.5 S.D Mldkllhian, TlIlCas MOl Creek. Oklahoma Se!IQtIvgle. TIIlCR ASTMC'280 ASTMC-494 AbsOltlll! Volume
3.1085 .0000 10.88114 7.9455 3.8462 1.2160 .0000 .0000 27.0045 Cu Ft 
P. 03FAX NO.AUG-27-2004 FRI 12: 30 PM OCf ,oUr :"::OOq t)':tl 􀀱􀁾􀀠9722437913 􀁑􀁾􀁄􀁃􀁁􀁓􀁔􀁌􀁅􀀠APG 􀁔􀁅􀁾􀁓􀀠PAGE B4/11 Culllllf1)oCflIte, Inc. 2024 Joo Field Rd DaIIa9, T_75m !l72.-24!l-446!1
CONCRETe MIl( DESIGN DESIGN NO. CC1085A DATE: &12812004 Cllenl: TIllfIlS Standalll Project Mallon Airport Raqull'lld: 4!lOO PSI @2!lC1aya crass P .. Inch max slump. 11.0 % ... 1.0% air
DIISlgn Avef'llGe Stl'lmgtlls: 7·Day " 3530 .28-Day =6187 SUlMlIII)': 5.5 $aCk$ Par CUbic Yard C.A. 60.0 palC8l\t Course Aggregate f. A. 40.0 P_nt 􀁆􀁾􀁥Aggreg;tf) Wiler sa.1IT GallOns
IYalII 0.422 LIlS I Lbs Addlt!ve5: Soml Alr30 (Air Enlninmentl 0.53 oz/SIld< eOl's! LR (Water Reduoor) 4.2 OzlSll:k Calculallld Unit Weight: (PCP) 145.6 Me89ured Unit weight: (PCF) 144.0
Meatured Slump: 4.0 Measured Air CCnt8l1t: U 􀁍􀁡􀁬􀁡􀁾􀁡􀁬􀀤􀀺􀀠CamIlle C.A. TXI Type I TXI Malurial. Gradlt 3 MIdIOIi1Ian, Texas Mill creet;, OklahOl1'I4I F.A. Trinlly Mlltllriols
Seagoville, teX8Il Addlllves: Boral AIr:!O (Air El'IIriiillmenl) ASTMC.260 ElOra! LR (Waler Fteducer) ASTMC-.494 BOICI\ Propol1lOne (one C\IOIc yard) Weight: (Ib&) AbsollJle Volume Cement
611 3.1085 Fly Ash o .0000 C.A. 1838 SO'll! lo.elll13 F.A. 1226 40'110 7.4422 Water 2ell 30.97 '.1341.! Air 3.45 OE e Ul200 W.Rtducer 27.110 0% .0000 3931 IJl$ TOTAL 27.Cl046 eLi Ft
CONFIRMATION TEST CompNn",-$lr.nght (PSI) 7-Day 28-DIlV SSOQ 6260 3550 5100 3540 5150 Avg. 3530 5167 
P. 04FAli NO.AUG-21-2004 FRI 12:30 PM 􀁾􀁶􀁲􀁾􀁦􀀧􀁾􀁑􀁑􀁾􀀠􀁏􀁾􀀡􀁬􀁾􀀠􀁾􀀯􀀲􀀲􀀴􀀳􀀷􀀹􀀱􀀳􀀠OLDCA5TLE APG TEXAS PAGE 63/11 Deslgl\ Ne. mOSSA·MOd SUMMAFIV OF RESULTS SIeVe AnalysIS
Fine A;greQsles Tlfnlty Mlilertelt; • S.3goville Pasalno Percent PaSl1'lg SI_Size 318 100 iI4 IilIl.S 118 lIS. I 1118 au 1130 47.11 #SO 15.1 IIl0D 2.5 Finer Than No. ZOO Sieve: 1.50
FIneness MocIulll!l: 2.83 Spadfk: Gr;M!y: 2.84 Ab!lOrplien: Add Insolubll: i.1 7e.o 01}' lWlIIeeI WI: 101.8 COURSE AGGREGATE 1'X1 Aggreg;rtes • MOl Creek Cnllneel LImestone Pasllng Pon:ent
P.,iIlg Sieve Size i-IIlI' 0.0 I' 3.1 1J2U eu 3I(f' ae.o No.4 97.7 No.8 99.4 Ftner Tnan No. 200 SIeve: 0.60 Specinc Gravity. 2.15 Absolblkln: 0.10 LoA. AlIrulo", % 􀁉􀁯􀁾􀀠23.00 Sodium
Soundllll85 0.3 DIY Reddell Weight: 1011.00 100 95-100 80-100 50-116 2$·60 10030 0-10 Specific.atiOI\S I) G-6 40-16 96-100 
AUG-27-2004 FRJ 12:31 PM FAX NO. P. 05 􀁷􀁏􀀧􀁾􀀯􀀧􀁾􀁃􀁾􀁱􀀠􀁾􀁾􀀺􀁬􀁾􀀠9722437913 OlDCASTL£ APG TEXAS PAOC !!5/11 SUMMARY OF RESULTS SlDve Analysll Fine Alillrepllm Tlinlty MIIlerlall
Passing PltI'CAIflt 􀁐􀀻􀁭􀁾􀀠 􀁓􀁩􀁥􀁾􀀮􀁓􀁬􀁺􀁥􀀠 3/1! 100 #4 00.6 H8 85.1 #10 86.5 1t30 ..7.8 850 16.1 #100 2.11 FlnarThiln No. 200 SIeve: 1.10 Fineness Modulus: 2.B3 SpeclIk: Gl'lIIIiIy;
2.84 Absorption: 1.1 Acid Insolublw. 76.0 Dry ROdded WI: 107.S COURSe AGGREGATE TulS IIldustJ1ea • Mill Crook Crushed LlmiIlItonll PaSilng Peroenl Psulng Sieve Sizll 1-,/;Z" o ," 3.7
Sl4' 17.9 111:' 68.4 No.4 97.7 No.6 W... FinerTIlan Il10. 200 Siolle: 0.6 Speclfte Grav!Iy: 2.711 Ab$Qlbfllln: 0.70 LA Abnl8fon. 0/.. 1088 2S.00 Sodium SoundnlGl 1.0 Dry ROdded Weight:
108.0 Spec:llfcatlons 100 95-'00 SO-l 00 So-SS 26·85 11).30 0.10 specifications 40-75 115-100 MIlK 1.0 Max 45 
FAX NO, p, 06 􀁡􀁌􀁬􀁬􀁃􀁁􀁾􀁔􀁌􀁅􀀠APG 􀁔􀁅􀁘􀁾􀀠PAGE 6G/ll lXI COrp. MILL CRail< 8TONI! IIIlII C,"" Oldll/llllllll _ .'1P'7 CQMP4MY I NeM C.C.I. I 􀁃􀁾􀀨􀁐􀀠Conrail BlaH: IIZI M IWIIIiI
51i1aAlNElD IPR!IfIQAD£1b1 U,9. I 112",3/4" 112" 31/1' 114 #8 T01'AI. weIGHT 0 UI 7.8 :21U 37.6 ,,2.8 <13.33 43.8 0.1)'11. 3.7" 17.h. 68.3% 􀁡􀁡􀀮􀁾􀀠97.7% 119.4'111 () 111 40 9S 0 !i.0
75 100 e ...-.....,. I!IPECIFIG GRAVITY 2.16 UNIT WEIGH'/' : '"""' 0.7 DRYAODDEO '01 LBJCF. LA ABRASION 23 SQnlUM SOUNDNES8 MAGNESIUM SOUNDNESS f1 c _ .... Rtndy Hlnklll i!It1 lllJd3!)(UJiII

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􀀡􀁉􀁾􀁉&lI1RI!GAIlI $IIVII 8/.t. !IIII.. .. '18 rlI*O /HiO .100 PLAN1111i0ll VIlIIY F8i'ITII IIIMM Pilling 100 au as,' 11.11 4U t5.1 U II'lnlA "'adult: 􀀬􀁕􀁾􀀠UD -3.10 &pBClflo GrlIvllY:
3.14 AIIIQrplloft! 1.IO'llt LIflII Wtlglll: 107.1 .pec1fi...tIOlll 1QO 11·100 III-1Gb so.as 25010 JIoSO Q..1D f'AlduQlrOode: 1817!O& Mllit Cllamblll· QUl1IIY Contral M;r. Tnn!ly MIIIII.IIi,
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AUG-27-2004 FRI 12:31 PM FAX NO, P. OB 􀁾􀁕􀀯􀁾􀁉􀁻􀀧􀁾􀁾􀁑􀀠09:15 9722437913 OLDCASTLE APG TEXAS PAGE aa/11 ItALCONEa PUNT 26$0WeldFbJd NewlhullfAtl. TX781SZ (a10)zso.t100 Fw:(210)28004044
ClIll6met8eMot '.800041rl-9DO& Falc (t10) 25004153 􀁾􀁉􀁄CEMENT MILL TEST REPORT TYPElni 81111 ettys!Cf,AL DATA CHfiMlOAL pATA ilpeclfio lunaco eompoaltlllll (8laiM1l.sq·mJk;. (Wllgn".IIII.m./I(O
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I'1tol 28 dll)' (psi) SulfurT,..(SOIl rlllll ofat, 􀀨􀁖􀁉􀁾􀁔mIn.) 1._GIl 1;lIlIon TiIlIt of$.,(GILMORe I11III., 1II!0IUb1ll RaeIdGl InItIII 12B FrtelJm, FfnIII TrIca1oh1n SlIcaW AS)
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TIll A8f)VIIlAT", 1IIII'IIEIIEIn$1II1 AlIIiRAGE OF lIIPU"'IlrAM S tI'I'\SIl FIION "III\OUCIIQII. W••OI,.,.,..... 􀁴􀁉􀁴􀁟􀁾􀀮􀁊􀁉􀁏􀁃􀁬􀁉􀁬􀀠.."" ..... t , 􀀻􀁯􀀧􀁬􀁦􀁴􀁬􀁵􀀮􀀬􀀢􀁟􀁾􀀠I....UIIIwd_.oI
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P. 09AUG-27-2004 FRI 12:3\ PI1 FAX NO. _ .... :I."'o__􀀴􀀪􀁩􀀮􀀺􀀮􀀧􀀮􀁬􀀮􀁦􀀻􀀺􀀻􀀻􀁾􀀺􀀮􀀺􀀮􀀷􀀹􀀬􀀻􀀻􀀺􀀱􀀻􀀻􀀻􀀻􀀳_____--,ClI..=DC=AST.LE 􀁾􀁇􀀠TEXAS PAGE 89/11􀁯􀁾􀁡􀀧􀀬􀀮􀀺􀀻􀀼􀀮􀀻􀀬􀀻􀀢••􀁾􀁑�
�􀁾􀀮􀁟􀀢􀁾􀁩􀁩.. .j.. Wloot􀀸􀁩􀀯􀁾􀀷􀁴􀀲􀀸􀀸􀀱􀀠ION 11,43 PAl 31'.'17011 BUI.JI.ID c1WlICAL May17,2004 CUIIIIlm-CrelS Inc. Attn: 􀁊􀁯􀁾􀁨􀀠 Fax: 􀀹􀀷􀀲􀀮􀁾􀀴􀀳􀀮􀀷􀀳􀀵􀀴􀀠 Re: Admixture
CaltlllcauDn To WhOm II May Concem: The Euclid Chemical Company hereby ;erUft98 lI'Iat lis liqUId alr-enll'Dlnins admlktl.lre, EUllOn Air.SO, meals or allllllfjr:!a till! requw.monls
of ASTM 0·260. Fur1h!ll'llloJl, It It al$o eertifle!llhlll EI/Wn Air 30 does not contain calcium cI1lOl'Ide nor added eIIlorlde Ions oIhtIr than those nDITIIII'y PJlsent In water. 􀀧􀀭􀁾􀀧􀁾-'.
Sincert'Y. Managar. M"rlulttng & Technical $elVice 􀁾􀁳􀁾􀀠lRIe'YM» qlr ',. STATe OF OHIO ) COUNTY OF CUYAHOGA } Swom to lind IUbllCllbltd ""ORI me, a Nolary Publh.. 􀁾􀁲the Slate of
Ohio. this slIIIllntaenlh day of May, 2004 lit Cleveland. OhIo. 
P. 10FAX NO.AUG-27-2004 FRI 12:31 PM 􀁯􀁾􀀯􀁾􀁲􀀯􀁾􀁾􀀴􀀠􀁾􀀹􀀺􀀱􀀵􀀠9722437913 OI..!lCASTU! APG Tt:XAS F'1:iG£ 1BIll 􀀮􀁾􀀮􀀮􀀠...􀁾􀀠. . " , . . ",'.' ,il '''i u; 􀀢􀁲􀀧􀁾􀀢􀀧􀁾􀁬􀁴􀁜􀁬􀁉􀀦􀁊􀁾􀀧􀀱
􀀡􀀮􀁩􀀱􀁤􀀮􀀮􀀢􀀡􀁾􀁾􀁉􀁉􀁉􀀮􀀢􀁉􀁗􀀻􀀺􀀺􀁲􀁷􀀺􀀧􀀻􀀾􀀭􀀧􀀬􀀺􀁜􀀧􀁩􀀡􀁜􀀮􀁜􀀺􀀬􀀢􀁲􀀬􀀺􀀬􀀠, ., ' IIIICLIP CHElIICAL liDool May 11,2004 CualO!'n-CRIte Ino. AIIn: Josh FIX! 1172,243.73154
. i Re: certlllclllIon for Elleon NW .' To Wtiam It. MIIY .Conoem:. The Euolld Chemical Com".ny heNby omt"'" chat llIadmlx!Ure, Eucon tNI. ill • liquid. Wlter.reduCing admillure for
cona'" and meatB or exceedltht requlr8mGllta ar Al!ITM 0-484, TrPe A. Ful1l1ermore. It ill 81ao certified that Eueon NW doee nOl contain Gtllcfllll1 chlolldl or lidded c:IIloridtt Ions
olh.r than thole normiilly pruenl.n water. ......... -. -• !Ir.;;,n.. 􀀸􀁔􀁁􀁾OF OHIO I COUNTY OF CUYAHOGA } Swom 10 III!! lfUbtcr1bld b.,. me, " NOlII)' PUblic for the SIIIlI ar Ohio,
this Mvente8l11h day or Mey.2004, at CIMln, Ohla. IBQ Il001 Cefl1lhld C8rt.lnDII!'17
 P. 11FAX NO.AUG-27-2004 FRI 12:31 PM PAGE ll/11􀁏􀁌􀁄􀁃􀁉􀁬􀁓􀁔􀁾􀁅􀀠AFe TEXAS􀁂􀀸􀀯􀀲􀀷􀀯􀀲􀁾􀁡􀀴􀀠a9:15 9722437913 _1iIl.!!L_􀁉􀁕􀁃􀁾􀁉􀀮􀀠CAJW!CAL􀁏􀀧􀀯􀀱􀀱􀀯􀀱􀀰􀁾􀀴􀀠ral Do:42
FAI 218411'072 August 27.2004 Cuetom crete Attn: Chip Conf/ld FIX: 972.24U'3S4 Re: 􀁁􀁤􀁭􀁾􀀢􀀬Cel1iflcallDl'I To Wham It May ConClBm: The W:lIJd ChemIcal Company hereby ce/llfillll
Ihlt lit liquId admlxtlml. Eucon AGN2DO, Ie an accelerating, water-reduCing Idmbd,lIl11 for concrels and meata II, ,.._d. tile nIqIIiremtnW of ASTM C494. TVJHIB C and E. Funhlrmore.
It II 8160 Gerlified li!at Euc:on ADNlOO dou not cantaln calcium chlOlida or addad chloride ions ether thin thOM normally plaunl in water. Sincaraly. 􀁾􀀠Barb Sampl. Mana\ler, Markotlng
&TechnIcal Support STATE OF OHIO } COUNTY Ofll CUYAHOGA } Swom 10 Ind lubs;rlbed blt'tlre me, I NatalY PublIC for me SIIIe Of 01110, tIli. twenl)"llvtnlh clay of Augullt 2004, .1 Clowland
OH, 
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OK Coacme Mix Designs for Fuel Truck Ro&dway l'tojec:t 􀁾f..-5I.fY""'" &d!f:iff.. JlrnPlerce 21,/--Ho-􀁾􀀵􀀬􀀮􀀠􀁾􀀧􀁕􀁉􀀮􀀠Ftcrrt: Mike Hl./WlIbIun 􀁾􀀨􀁴􀁈􀁈􀁔􀀱􀀳􀀮􀁯􀁯􀁭􀁬􀀠􀁾􀀠􀁔􀁨􀁉􀁬􀀡􀁬􀁤􀁡􀁴
􀀮􀁾􀁚􀀸􀀮􀀲􀀰􀀰􀀴􀀱􀀱􀀻􀁡􀀲􀁁􀁍􀀠1'0.: Jim PMie 􀀸􀁵􀁢􀁩􀁋􀁴􀁾􀁍􀁴􀁣􀁏􀁴􀀮􀀡􀀺􀁜􀁑􀁮􀁴􀁦􀁯􀁲􀁆􀁜􀁬􀁥􀁩􀁔􀁎􀁴􀁴􀁾􀁾􀁐􀁲􀁯􀁊􀁥􀂢􀁬􀀠"'" 􀁐􀁥􀁲􀁹􀁯􀁵􀁴􀁾􀁬􀁦􀁷􀁴􀁲􀁬􀁴􀁲􀁷􀁬􀁎􀁗􀁬􀁴􀁉􀁉􀀧􀁉􀁾􀁮􀁑􀀻􀁾􀁴
􀀺􀁴􀁕􀀮􀁴􀁊􀁉􀀢􀀧􀀧􀀧􀀧􀁐􀁐􀁬􀁍􀁰􀁭􀁯􀁍􀁉􀁉􀁤􀁴􀁬􀁹􀁔􀁇􀀡􀀻􀁍􀁓􀁴􀁬􀁮􀁤􀁍􀁉􀁾􀀠Tht TXlIIiI'id 􀁌􀁍􀁃􀁾􀁡􀁲􀁥􀀧􀀪􀁦􀁯􀁲􀁢􀁯􀁃􀁨􀁉􀁴􀁬􀁥􀀺􀁃􀁉􀁬􀁍􀁐􀀲....au. '" requllfllnllt'U. 􀁾􀀬I􀁨􀁍􀁴􀁨􀀮􀁦􀁯􀁄�
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Concrete Mix Designs for Fuel Truck Roadway Project Page I of2 Jim Pierce From: Mike Hutchison [MHutchison@HNTB.comJ Sent: Thursday, August 26, 200411:32 AM To: Jim Pierce Cc: Jerry
Holder Subject: Concrete Mix Designs for Fuel Truck Roadway Project Jim; Per your request, I have reviewed the concrete mix designs for the three suppliers provided by Texas Standard
Construdion. The TXI and LMC designs are ok for both the Class P2 and Class M requirements. However, I have the following observations regarding the Custom Crete design; • Sieve analysis
and admixture spec. sheets should be provided for review. The admixture spec. sheets should provide information showing that they meet the applicable ASTM standards fur the given admixture
(Le., air entrainment or water reducer) . • There is not a 24 hour compressive strength provided for the Class M design. It apllears that the Class M design is called out as Class K,
which is the TxDOT designation for a modified mix design. Please have Custom Crete resubmit both mix designs, providing the following information; o Design Requirements and Design Summary
o Material source o Dry weight of cementlcu. yd. and type o Dry weight of fly ash/cu. yd. and type, if used o Saturated surface dry weight of fine and coarse aggregates/cu. yd. o Design
water/cu. yd. o Quantities, type, and name of admixtures with manufacturer's data sheets o Current strength tests or strength tests in accordance with ACI 318 o Current Sieve Analysis
and -200 Decantation of fine and coarse aggregates and date of tests o Fineness modulus of fine aggregate o Specific Gravity and Absorption Values of fine and coarse aggregates o LA
Abrasion of coarse aggregates The above requirements are listed in NCTCOG Standard SpeCification item 303.3.3 as being required for review and apllroval by the Engineer. Please let me
know If you have any more questions. Thanks, Michael A. Hutchison, P .E. Project Manager HNTB Corporation 5910 West Plano Parkway, Suite 200 Plano, Texas 75093 ph: 972-628-3174 fax:
972-661-5614 812
612004 HP LaserJet 3200S8 HP LASERJET 3200 invent AUG-25-2004 2:36PM Fax Call Report Job Date Time Type Identification Duration Pages Result 726 8/25/2004 2:26:57PM Send 99726615614
9:20 33 OK TOWN OF ADDIsoN PUBLIC WORKS To' (Me 􀀫􀁉􀁾􀁩􀁊􀁬􀀡􀀱􀁲􀁴􀁭􀀠From: Tim Pierce, P.E. Asst Pabllc WI<s. Dir. Compa.y: HtJrR:>=-__ Ph••., iml4so..2879 FAX, 972/450·:1837 FAX
N, <in-&61-5h1f jpitm@d,JllhJlloD.tl,t)$ Date; rMla" 16801 Westgro"" P.O.Box 9010 nor p"ges (including oover), 􀀱􀀧􀀱􀀧􀁬􀁾􀀠Add...., TX 75001·9010 Be: 􀁦􀁩􀁩􀁾􀀱􀀠􀁾􀁲􀁲􀁙􀁉􀀠RJ nh!(
ct{51j115 o Originl in mail om 
-1341 West Mockingbird Lane. Dalias, Texas 75247·972.647.6700. www.txi.com August 23, 2004 Texas Standard Construction P.O. Box 210768 Dallas, TX 75211 Attn: Mr. Shennan Griffith RE:
Paving Repair Addison Airport 8225 9669 eJ--f' J '\ c. L-WI 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. TXl certifies that the above mix designs, when ordered by specified design identity, and delivered by TXl, 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
provisions ofC 94, and evaluated in accordance with applicable provisions ofthe ACI Building Code. TXl would like to be included on your mailing list to receive all test reports. ASTM
C 94 entitles a manufacturer to receive copies ofall test reports when strength of concrete is used as a a basis for acceptance, Contact us ifyou have any questions or require any additional
infonnation. Please notify TXI ofapproval ofthe 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 ofthis letter, after approval, to the above referenced project to be used by the person ordering the concrete for this job. The information
contained in this submittal is confidential and the exclusive property of TXl. It cannot be copied, duplicated or disclosed to third parties without the expressed written consent ofTXl.
Sincerely, 􀁾􀁾􀀠􀁖􀁩􀁃􀁾􀁾􀁾􀀠Manager -Q.A.lQ.C. 
GENERAL NOTES 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 of hose for strength guarantee to be valid. 4. To prime pump lines, a minimum of8.0 sack grout is
recommended for lubrication. In the case of strength 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 and/or layout configuration changes, mix desigu 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 ofboom configuration
or free fall discharge from hose. To ensure minimum air loss when pumping, maintain a continuous flow of concrete through the entire length ofpipe and do not subject concrete to free
fall. 7. The term "pumpable concrete" refers to concrete which is capable ofbeing 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 ccntaining a specific
type of product. Strength oflightweight mix designs valid provided strength specimens are air cured in accordance with ASTM Test Method C 567-01, as referenced in section 8.1 of ASTM
Specification 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 1 00 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. Unless otherwise indicated, strength ofplain ccncrete guaranteed up to a maximum placement temperature of 85 degrees Fahrenheit. We are enclosing all
available back up data for 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.

TX1 PROPRlETARY AND CONFIDENTIAL Paving Repair Addison Airport Mix#: 8225 Description: 611# ADMIX/ABA 1.5"CS Strength: 4500 psi (iiJ 28 Days HAND PLACED PAVING (CLASS P-2) (NON-PUMP)
Maximum Size Coarse Aggregate: I 1/2 -3/4" CRUSHED STONE Maximum Water/Cement Ratio: 0.422 lbsllb CementiCementitious Content: 611 lbs (per cubic yard) Design Slump: 3.00 inches Air
Entraining Agent: ASTMC-260 Admixture: ASTM C-494 Type A or D MATERIAL QUANTITIES PER 1.0 CUBIC YARD AT S.S.D 489 lbs. ASTM C 150 TYPE II1I CEMENT 1221bs. ASTM C 618 FLY ASH 8001bs.
1 112 -3/4" CRUSHED STONE 1200 lbs. 1" -#4 CRUSHED STONE 1053 1bs. CONCRETE SAND 2581bs. or 31.0 Gallons ofWater 2.0 to 4.0 ozlcwt of ASTM C·494 Type D Specified Air Content: 3.0% -6.0%
Placement Slump: 3.00 + or -1.00 inches Mix Design Proportions and specifications are confidential and proprietary trade secrets ofTXI. Any Use or dissemination without permission is
a violation of federal criminal law. Page 3 
TXI PROPRIETARY AND CONFIDENTIAL Paving Repair Addison Airport Mix #: 9669 C <...f!\% 􀁾􀁍􀀠Description: 8.00SK NCAlADMIXlABA 1.5"CS PAVING -EARLY STRENGTH AS REQUIRED ' Maximum Size
Coarse Aggregate: I 1/2 -3/4" CRUSHED STONE Maximum Water/Cement Ratio: 0.355Ibs/lb CementlCementitious Content: 752 lbs (per cubic yard) Design Slump: 3.00 inches Air Entraining Agent:
ASTMC-260 Admixture: ASTM C-494 Type A or D MATERIAL QUANTITIES PER 1.0 CUBIC YARD AT S.S.D 7521bs. ASTM C 150 TYPE III1 CEMENT 7301bs. I 112 -3/4" CRUSHED STONE 10971bs. I" -#4 CRUSHED
STONE 1126 lbs. CONCRETE SAND 2671bs. or 32.0 Gallons ofWater 20.0 to 60.0 ozlcwt ofASTM C-494 Type C 2.0 to 4.0 ozlcwt ofASTM C-494 Type A Specified Air Content: 3.0% -5.0% Placement
Slump: 3.00 +or -1.00 inches HIGH-EARLY STRENGTH NOTES: I) Obtain ALL strength specimens at the point ofplacement. 2) Test specimens used for in-place early strength determination should
be cured in a marmer as close as possible to the in-place concrete. Utilization of insulated blankets oran insulated curing box is highly recommended. Hydration ofportland cement is a temperatnre sensitive chemical reaction. In-place concrete generally develops and maintains substantially
more heat than 6"xI2" test cylinders. The difference in magnitude between in-place strength and the measured strength of 6"xI2" cylinders increases as ambient temperatures decrease.
Standard test cylinders used for 7 and 28 day evaluation should still be cured in strict accordance with ASTM C 31. Mix Design Proportions and specifications are confidential and proprietary
trade secrets ofTXI. Any Use or dissemination without pennission is a violation of federal criminal law. Page 4 
'l'EY.AS nIDUSTRIES CONCRETE DESIGN 2VALUATION 􀁰􀁾􀁴􀁾􀀡􀀠08/23/04 •• Statistics Compiled From Independent Laboratory Test Specimens *w Test Number , 1 3 5 • 7 8 9 10 11 12 13 14 15
16 11 18 19 20 21 22 23 24 25 26 27 28 29 30 Date 01/23/04 01/23/04 01/29/04 01/30/04 02/10/04 02/1B/04 02/19/0' 0211910' 02/20/0< 02120/04 02/23/04 02/26/0<1 02/27/04 02128/0' 02/'8/0'
02128/04 03/01/04 03/02/04 03/05/04 03108/04 03/16/D4 04./01/04. 04/01/04 04/15/04 04/15/04 04/20/04 04130/0. 05/03/04 05/04/04 OS/25/04 Mix Number: 8225 Strength: 4500 psi e 28 Days
2S Day Teat Data 'lest 􀀧􀀱􀀧􀁹􀁰􀁾􀀺􀀠CQMP1U:SSIVS DQscription:ASTM C 39 Compressive Strength Temperature Plant (Fahrenheit) Placement Percent --------28 Day --------Cumulative Moving
Number $lump{in) of Air Average Avg of 3Ambient Concrete PSI 1 PSI 2 PSI AVG ltsnqe " 65 68 2.50 NIA 6190 6190 6190 6190 o 38 55 6' 5.00 5.9\ 5660 5130 5695 5943 70 38 50 56 6,00 1:L5\
5120 4930 5025 5637 5637 190 38 30 49 4,50 L5\ 5630 5700 5665 56H 5H2 70 38 46 5. 5.15 8.0t 5660 5360 5510 56l? 5400 300 .. 43 59 6.00 NIA 4680 4630 4655 5457 5277 50 " 70 68 3.50 6.0%
6050 5960 6005 5535 5390 90 46 73 67 5.00 8.0% 4190 4940 4865 5451 5175 150 41 50 66 2.50 5.2\ 6060 5970 6015 5514 5628 90 41 .4 72 2.50 5.5% 6810 6790 6800 5643 5893 20 '3 62 68 2.50
5.0% 1420 7200 1310 5794 6708 220 .0 53 6' 3.00 ,:.2% 6300 60130 6190 5821 6761 220 4D 70 68 3.25 5.4% 5300 5500 5400 5794 6300 200 6' 5.50 N/A 4730 4670 4700 5116 5430 60 13 45 58 5.00
N/A 5370 5320 5345 5691 5148 50 13 63 69 5.25 NIA 5030 5130 5080 5653 5042 100 '3 67 64 5.00 5.5% 6870 6800 6835 5723 5753 70 .2 71 69 3.00 5.9% 6660 6290 6475 5764 6130 370 .0 81 75
2.50 5.5% 5850 5790 5820 5167 6317 60 " 71 7, 3.50 4.5% 5250 5430 5340 5146 5En8 laO 38 72 4.60 N/A SSW 5650 5745 5746 5635 190 67 66 3,15 5.5% 5260 5460 5360 5n9 5482 200 3. 75 77 3.75
4.8% 5680 5730 5105 5727 5603 50 7. 4,00 5.3% 5030 5100 5065 5700 5377 70 72 3.25 5.n 4900 4830 4865 5666 5212 70 66 3.00 6.0% 5540 5500 5520 5661 51507. '0 42 90 9' 3.00 5.2% 6250 6220
6235 5682 5540 30 40 76 .2 3.20 ;1.0\ 4720 4810 4765 5649 5507 90 " 80 80 2.50 5.51 5940 Sa90 5915 5658 5638 50 39 73 '.00 N/A 6540 6590 6565 5689 5748 SO ., " 3.89 5.6%67 
COMMENTARY OF STATISTICAL EVALUATION OF CONCRETE DESIGN RESULTS Mix Num: 8225 Strength: 4500 psi @28 Days Paragraph 5.5 of ACI 318-02 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 s 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 strength has been calculated using a standard deviation calculated
in accordance with ACI 318-02 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 (SD) 4500 + 1. 34 ( 685 ) = 5417 F'cr = F'c + 2.33(SD)
500 4500 + 2.33 ( 685 ) -500 = 5595 SUMMARY OF STATISTICAL ANALYSIS 28 Day Test Data Number of Tests ......................... . 30 Maximum Value ........................... . 7310 psi
Minimum Value ........................... . 4655 psi Range ..................................•. 2655 psi Average Strength ........................ . 5689 psi Standard Deviation......................
. 685 psi Required Average Strength to satisfy minimum probability conditions of ACI 318-02 Section 5.3.2.1 .............. . 5595 psi Design excess beyond code requirements .. . 94 psi

MIDLOTHIAN CEMENT· 245 Ward Road' Midlothian, Texas 76065 • www.txLcom SPECIFICATIONS Portland Cement Type 1/11 (Low Alkali) A.S.T.M. C150-02a Bin Number :Car Number . Tons ! Date of
SamplinQ June·2004 Monthly Average I t-J._CHEMICAL REQUIREMENTS Silica Oxide, Minimum Percent Alumina Oxide, Maximum Percent Iron Oxide, Maximum Percent ,Magnesia Oxide, Maximum Percent
:S03 (C3A less than 8%), Maximum Percent ,Loss on IQnition, Maximum Percent ; Insoluble Residue. Maximum Percent 'Tricalcium Aluminate, Maximum Percent OPTIONAL CHEMICAL REQUIREMENTS
Total Alkalies, Max. % (Na,O equiv,) PHYSICAL REQUIREMENTS Specific surface, Blaine Minimum (m'/kg) 'Gillmore, Initial Set, Minimum (Minutes) i Gillmore, Final Set, Maximum (Minutes)
Vicat, IMinimum (Minutes) Initial Set IMaximum (Minutes) Air Content. Volume, Maximum Percent Autoclave E:xpansion, Maximum Percent Minimum Compressive Strengths 3 Day 7 Day ASTM SPECIFICATION
20.0 6.0 6,0 6.0 • 3.0 0.75 8.0 0.60 280 60 600 45 375 12 0.80 MPa psi 12.0 1740 19.0 2760 I TEST RESULTS 21.0 4.2 3.7 1.1 3.0 1.1 0.18 5 0.48 359 176 284 96 7 ·0.01 MPa psi 25.2 3661
30.8 4474 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 true and correct. Subscribed and sworn to before me on this date: 07/13/04 􀁑􀁵􀁾􀁮􀁡􀁧􀁥􀁲􀀠* See ASTMC150 Table 1, Footnote D. \,\\11' U'!'" 􀀡􀀶􀁾􀁷􀀺􀀢􀁾􀀡􀀮􀁴􀀺􀁾􀁾􀀠CHERIE
MUELLER MARLEY ii "''' "p, 􀀬􀁾􀁯􀁴􀁡􀁲􀁹􀀠Public Slate of Texa. 􀁜􀁾􀀮􀀮􀀮􀀠􀀮􀀯􀁾􀁪􀀠Commission Expires Certified to 􀀢􀀧􀀻􀁴􀀬􀀩􀁬􀁯􀁩􀁾􀂷􀀠MARCH 16, 2008 II" ",,.. NSFIANSI61 
[ISGiRESOURCES, INC. ISG Resources, Inc. ccnifies that, to !he best of il!; koowJed8t, tilt: teSt data liSl<d Iw'ein WIlli generated by applicable ASTM methods and meeu requirements
ofASTM C-613 and AASHTO M·295 and TX. DOT DMS-8900 Rw!" of BY Ash Wdsb PllInt, ClI891!. TrIO Unit #1 DATE: February J6, 2004 LABORATORY NUMBER: WELSH· 1·12126/03 MTRF #9IJ':A COMPOSITE
DATE J1/27/03 )2126/03 ASTM C-618-03 TX. DOT DMS-8900 SrEClFICAnONS SPECIFlCA TlONS CHEMICAL ANALYSIS CLASS C CLASS F TYPE C 'fYl'E F Silicon Dioxide (SiOz) 33.95 18.66 Iron Oxide (FE,O:!)
5.84 58.45 50 Min. 70 Min. SO Min 70 Min. Magnesium Oxide (MgO) 6.J9 Sulfur Trioxide (SO.) 2.51 5.0 Max. 5.0 Max. 5,0 Max. ;.0 Max. Moisture Content 0.08 3.0 Max. 3.0 Max. 2.0 Max. 2'()
Max. Loss On 19nition 0.13 6.0 Max. 6.0 Max.. 3.0 Max. 3.0 Max. 1.59 "l.5Max. ",!.SMa:>:. Calcium Oxide (eao) 27.67 PHYSICAL ANALYSIS Fineness: Amount retained 00 325 sieve % 17.17 34%
Max. 34% Max, 30o/oMax. 30%Max. WaIl'lr R"'lu.imnent, % Control 96% l05o/oMax 105%Max lOOo/oMa:.: l00%Max Specific Gravity 2.76 Autoclave Expansion, % +0.09 0.3% Mil)< 0.8% Max 0.8%
Max 0.8% Max Stnmgtb Activity lndex Wrth Portland Cemmt, 7 Day 97% 75% Min. 7.5% Min. 􀀷􀁾􀀥Min. 75% Min. A Applicable only when Rlquittd by purchaser. 
G race Construction Products W.R. Grace & Co. -Conn.GRACE 4323 Crites Street Houston, TX 77003 713-223-8353 WWW.graceconstruction,ocm 111912004 Victor H, Villarreal TXI Operations, LP
1341 W, Mockingbird Lane Dallas, Texas 75247 Project Name: All Projects Product Selected: MIRA® 85 This is to certify that the MIRA® 85, a(n) Mid-Range Water Reducer, as manufactured
and supplied by Grace Construction Products, W.R. Grace & Co, -Conn" is formulated to comply with the Specifications for Chemical Admixtures for Concrete, ASTM: C1I94, Type A F AASHTO:
M194, Type A, F, MIRA® 85 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 manufacturing, The foregoing is in addition to and not in substitution for our standard Conditions of Sale attached, 􀁊􀁾􀂣􀀴􀁾􀀠Fred E, Hightower South Western
Region Technical Services' Manager 
Grace Construction Products W,R. Grace & Co, Conn,GRACE 4323 Crites Street Houston, TX 77003 713-223-8353 www.graceconstruction.com 1/19/2004 Victor H, Villarreal TXI Operations, LP
1341 W, Mockingbird Lane Dallas, Texas 75247 Project Name: All Projects Product Seleeled: WRDA® with Hycol® This is to certify that the WRDA® with Hycol®, a(n) Water Reducer, as manufactured
and supplied by Grace Construction Products, W,R, Grace & Co, -Conn" is formulated to comply with the Specifications for Chemical Admixtures for Concrete, ASTM: C494, Type A, D MSHTO:
M194, Type A, D. WRDA® with Hycol® 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 manufacturing. The foregoing is in addition to and not in substitution for our standard Conditions of Sale attached. Fred E. Hightower South Western Region
Technicsl Services Manager 
Grace Construction Products W,R. Grace & Co, -Conn,GRACE 4323 Crites Street Houston, TX 77003 713-223-8353 www.graceconstruction.com 1!19!2004 Victor H. Villarreal TXI Operations, LP
1341 W. Mockingbird Lane Dallas, Texas 75247 ' Project Name: All Projects Product Selected: Daravait® 1000 This is to certify that the Oaravair® 1000, a(nJ Air-Entraining Agent, as manufactured
and supplied by Grace Construction Products, W.R. Grace & Co. -Conn., is formulated to comply with the Specifications for Chemical ,II,dmixtures for Concrete, ASTM: C260 AASHTO: M154,
Daravair® 1000 does not contain calcium chloride or chloride containing compou nds as a functional ingredient. Chloride ions may be present in trace amounts contributed from the process
water used in manufacturing. The foregoing is in addition to and not in substitution for our standard Condilions of Sale attached, Fi'ed E. Hightower South Western Region Technicsi Services
Manager 
Grace Construction Products W.R. Grace & Co.-Conn.GRACE 4323 Crites Street P.O. Box 2585-77252 Houston, TX 77003 713-223-8353 htlp:/lwww.gcp-grace.com March 3, 2003 TXI 1341 West Mockingbird
Lane Dallas, TX 75247 To Whom It May Concern: This is to certify that POLARSET@, a non-corrosive, non-chloride, set-accelerating admixture, as manufactured and supplied by Grace Construction
Products, W. R. Grace & Co.-Conn., is formulated to comply with the Specification for Chemical Admixtures for Concrete, ASTM: C 494, Type C, (AASHTO M 194, Type C). POLARSET@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. Sincerely, Fred Hightower Technical Services Subscribed
and sworn to, before me, this 3rd day of March, 2003. 􀁾􀁾􀁾􀀠Notary Publi My commission expires: /""qh7 OLIVER E. MONTEfTH Il,tal)l 􀁐􀀢􀁢􀁬􀁬􀁾􀀠Slit. of T_ 􀁍􀁹􀁃􀁾􀁲􀁮􀁮􀁕􀁳􀁩􀁯􀁮􀀠ExpirM
10-12·2003 
TEXAS INDUSTRIES QUALITY CONTROL DEPT. AGGREGATE SIEVE ANALYSIS Date: 411512004 Production Facility: TXI -BRIDGEPORT. TEXAS Designation: C 33 (No. 467) Grading Designation: ASTM C-33
1.5" -#4 Project: .....ALL TESTS····· Sample Location: SIEVE SIZE CUMULATIVE WT. RETAINED CUMULATIVE % RETAINED CUMULATIVE % PASSING REQUIRED % RETAINED SPECIFICATION % PASSING , 2.0"
1.5" 4.65 95.35 0-5 95 -100 1.0" 97.02 2.98 %" 63.00 37.00 30-65 35 -70 Y:zlt 99.64 0.36 3/B" 71.80 2B.20 70·90 10 -30 #4 99.98 0.02 95 -100 0-5 #8 #10 #16 #30 #40 #50 #100 PANWT. DECANT
100% of tests: 1 Size: 467 PLANT: BRIDGEPORT Job: ""'''ALL JOBS···..•• 
TEXAS INDUSTRIES QUALITY CONTROL DEPT. AGGREGATE SIEVE ANALYSIS Date: 08/12/2004 Production Facility: TXI MILL CREEK Designation: Grading Designation: ASTM C-33 1" #4 Project: ""'ALL
TESTS'"'' Sample Location: SIEVE SIZE CUMULATIVE WT. RETAINED CUMULATIVE % RETAINED CUMULATIVE % PASSING REQUIRED % RETAINED SPECIFICATION % PASSING 2.0' 1.S0 100 0 100 1.0" 3.40 96.60
0-5 95 -100 %" 24.87 75.13 Yz" 61.00 39.00 40-75 25-60 3/P/' 79.06 20.94 #4 95.66 4.34 90 -100 0-10 #8 98.73 1.27 95 -100 0-5 #10 #16 I #30 #40 #50 #100 #200 PANWT. Fineness Modules:
1.9 Decant: 0.85% 100% of 6 tests: Size: 57 PLANT: TXI MILL CREEK Job: **....ltALL JOBS"''''''·· 
TEXAS INDUSTRIES QUALITY CONTROL DEPT. AGGREGATE SIEVE ANALYSIS Date: 07/07/2004 Production Facility: TXI BELL SAVOY (WADE) Designation: Grading Designation: ASTM C-33 FINE AGG. Project:
"-ALL TESTS·...• Sample Location: SIEVE SIZE CUMULATIVE WT. RETAINED CUMULATIVE % RETAINED CUMULATIVE 0/0 PASSING REQUIRED % RETAINED SPECIFICATION % PASSING 2.0" 1.5" 1.0· %" y;n 3/8"
0.00 100.00 0 100 #4 2.19 97.81 0-5 95 -100 #8 10.87 89.13 0-20 80 -100 #10 #16 20.64 79.36 15 -50 50-85 #30 41.41 58.59 40 -75 25-60 #40 #50 77.77 22.23 70 ·90 10-30 #100 96.23 3.77
90 -98 2 -10 #200 99.56 1.44 PANWT. Fineness Modulus: 2.5 M. C. Decant S.E. 100% of tests: 26 Size: 33 PLANT: TXI BELL SAVOY Job: "-"--ALL JOBS---"-' 
Dale, 􀀲􀀰􀂷􀁁􀁵􀁾􀀭􀀰􀀴􀀠Client T.... Slandal1! Con5!ruction Project: AddlGon Airport· Fuel Truck Pavement Repair Addison, Te_ Mate,lala: Cement ASTM 0-160, Type fill Ftya.h: ASTM C-\!15,
CI••• F Coar•• Agg.: ASTM C 33, 1"· #4 Crushed Slone #N/A Fine Agg.: ASTM C.33, Concreto Sand Admlxlur..: ASTM C 494, Type Aor 0 ASTM C-260 1 Cubic Yard By Welg hi • SSD Pmnng MlXNo.
9994 (ClASS P7SK FA, WR, M'l Strength @zs tlaya 4500 pol Air Cement 526 ... Fly Ash 110 ... Coa",e Aggmg8te ZOQl Ibs flne AIIgregate 974 lilt Wal$, 280 Ills Adm1xture Water Reducer 25
0>. AliA hl..l!.il! TOIoI Wolght 3691 lb. UnltWelghl 144.12 pol W/CmRallo 0,<\4 Fly Aloh Replecement 17% U""lmum 􀁔􀀮􀁭􀁾􀁴􀁡􀁴􀁵􀀢􀀢􀀠95' F Slump 3.s inch.. I!nnl.od AIr 3-6% LotiI.....
,hlorll!lo Company g.._ the .......Ix deeIgn wllI .......!II. *_1Id-....n when _ ''lei tvllUtttd mtt:conI.anc:e with AS!M 0112, 031. 03 • •nd 094. lutd 􀁷􀁨􀁾thr reoornntOtUIN plOQllhn
.... for placement end' QI.ItSrtg ouiitrml in ACf lOS and ACl30S .,.followed. In ae.oordanc:. wtth A9TM OM, Lt:tllmONI Mltttiaf$ CWlPMyehell nt(lQivft all coptta oftaaUng reports. and
thty ehou;11$ be forwarded to our Queltly Control DepArtrltfl)t (fa: tn-221.aut) fm "DOn M Bwlleble. f=llure to fOrward reports in B timely faahton ca}l 􀁤􀁾....PQM. tlm, In dHDno with
eomnw eoncema ..well Itfuture j:lMJect ...bmiJt.l.I:. T1'11e mix 􀁤􀀢􀀧􀁩􀁾􀁮􀀠.ubmlttDl, prloe q.uote, or mJ,WlJ,i .Pt¢Ifl'O infotmw011j_igregabt properiln. 􀁶􀁾􀁤􀁬􀁮􀁧􀀬􀀠rutal'llt
oompoaltlol1, or other infurm.tion 􀀢􀀬􀀬􀁾􀁲􀁤􀁊􀁮􀁧􀀠mnterhde 􀁭􀀮􀀢􀀮􀁾􀀱􀀧􀁴􀁤􀀠J)y UtUmo,. Mattrt.1I 􀁃􀁾􀁐􀁊􀁮􀁹􀁽􀀠la proprt.te.ry GrId confldentlQl end not to bit 􀀮􀁾􀁮􀁲􀁤􀀠or
tran'mtited In .tIly form ttl *IIY penon fit otg;lnlzidJon that J. qot expntealy DuthClltllld In wrttJng by • "'Slnated olliel" of LIftlmorQ ....wilD: COInP'J')I'. Any unautbotUed p8f110n
or entity In poIltAlon of till" Inform.uon wIn 􀁾ptolOCUbJd to the tuUKt e.mmt 01 U1i I..., Sf! Lat\itnOl'll Materlals Company 􀀷􀀮􀀰􀀮􀁂􀀢􀀢􀀤􀁾􀀶􀂷MoKI.u.y, r.... 7$070-0>5. (97l)
:u!-4646· (9'12) 569-4646 wv.'WJmtc:.eom 
Client T_ Siondard Construc!lon ProJoct: Addl.on AlIpnrt -F.81 TMJek Paveroenl Repair Addison, Taxa$ Mat.rl.ls: Cement: ASThI (;,160, Type 1111 Ftja.h: ASThI 􀁾􀀱􀀸􀀬􀀠CI"$ F Coo",e
Ag9.' ASTM C 33, l'.!1i4 Crushed Stant Fine Agg.: ASThI 􀁾􀀳􀀬Conorete Sand Aclmlxtu.... : ASThI C 494. Type F ASTMC-250 ! Cubic Yard By Walg ht -$SD MI. No. 8138 (lISK.sJ'.AJR) Slr.ng#l
@l24Houno 3600 pel Air Cement 7'2 lb. C"""'. 􀁁􀁧􀁧􀁾􀁡􀁴􀁥􀀠o ibs 1850 lb. Fino Aggr6gate 1120 Ibs Water 250 Ibs Admlxl.,," Suporplastlclzer 90 ozs A!i8 􀀡􀁊􀁩􀁾􀀠To1al Weight 3972
lb. UnllWolght 147.10 pc( W/Om Ratio 0.33 Fly Ash Repl.comonl 0% MaxImum Tompertture 05 'F Slump e-a ineheo En....lnodAlr 3",% ldImOl't' "'..rill. CmlMJt1 f\lalllim.nt th_ aWie mix dNivn
will.ohlev. tM wpectfted .atmnuth WMn tHt9d' MId OYaluated tn 􀁾􀁡􀁥wHt\ A8TfIII 017J!. CJ1. W' anl:l CS4. _ wh&n th. rocOtnnwnded prot9dUrM for pllC*tntnf. end curlng outlined In AOI
soa and AOI 􀁾􀀰􀀶􀀠are faftOWII!d. In actOl'dAnc:e With A$TM C94. LaWmorv Mat.riot! Com,-nr «Ib811 tecMve 4t! coplea of _tlng reports, .snd they ebcu!d be forwllirdtd 10 our Q\II:Jity
CQnbv( Dtp.,rtmvot (fax 􀀹􀀷􀀲􀀭􀀲􀀲􀀱􀀢􀁗􀁾􀀠tHJ eoon ti eVIJIt.ble. F.UuN to forward ",porta In.a tfmely faoblOl\ (lIn CUllY t'NItonn lImo In dtt1ina: with concrete COMet,. u wall
.. fvNre projlJCt .ubmtttafa. 'tilt. milt dtJfQn iubMitb.!. ptil:1J quotv. or mirlerlalllplcJft" Informdon (aggNlgata properttu.lradlng, matorta.1 oompoaitfon, or other Inton1l:don 􀁴􀁾􀀮􀁮􀁬􀁬􀁮􀁬􀁬
􀀠mltfri.l. mlnuf,oturtd by 􀁌􀁳􀁴􀁴􀁭􀁴􀁾􀁲􀁥􀀠Mdert.1,e Company} 1& proprioftwy .rtd conlldentta' and not to " .ham 􀁯􀁲􀁴􀁁􀁍􀁭􀁬􀁴􀁴􀁾􀁤􀀠In any fonn to:my pttsOR or crganfBtkln
1hst t. flt:rt .o:P,..lty I,uthorized In writing by " dattgnlttCl ot'ft;.t.al Qf a..tUmot; M*rlafl: Company. Any urw.Rhorize4 􀁾􀁴􀁵􀁮Of onlfty In 􀁾..ion of thla Inf4m'11ltion Win bo
prcacacuttd to the fUlh.,t tit;deM brtJ\A law, BR Laltimorc Material. Company P.O. Ilox SS6 -MoKlnney, Texas '5010-0556 (972) 241-4646 •(972) 56,..4646 www.ll1.lctx.com 
Trial Batches -20% F Fly Ash, WR, Air 8000 􀀬􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀁾􀀠7 Sic, 20% F Asb, WR, Air 6855 psi @28 days -16000 \. /-"-.r:;-;, 1: c (I) 5000 <I> > i ...􀁾􀀠􀁾􀀠7E 4000 :7;;>o o 3000
􀀫􀀭􀁾􀁾􀁾􀁾􀁾􀁾􀁾􀀠2000 +----------------,-------3 7 28 56 􀀷􀀰􀀰􀀰􀁦􀁬􀀭􀀭􀀭􀀭􀀭􀀭􀁾􀁲􀁾􀀽􀀽􀀽􀁍􀁫􀀽􀀽􀀽􀁾􀀽􀀮􀀹􀀽􀀹􀀽􀁍􀀽􀀽􀀽􀀽􀁾􀁜􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀁾􀁾􀀠􀁾􀀠:::;A
􀁾􀀠.//' -'-4.5 Sk, F Ash, WR, Air -11-5.5 Sk, F Ash, WR, Air .....6.5 Sk, F Ash, WR, Air -'-7.5 Sk, F Ash, WR, Air 561720% FAsn..air.xls StrengthChart 
17 18 20 100 Marlin L,k. 103 '22 ,., 
Laboratory Trial Batches -No Ash, 8RWR, Air stlOO 1000 Q 6600 .; rSOOD '" I1!l-4e ;J 4000 f Co. e o 􀁾􀀠3001} :f..... ;> -( 2000 1000 􀀭􀀭􀁾􀀠Mix 9139, 8 Sack ..A _ 7 7200 /f:t' 6640
6180 • Ie 􀁾􀁯• 5590 5480 5260 I.. 4820 4370 • 3700 􀁾􀀠. i i ..... tday I 1-9-3 days' j"""7 days . 􀁾􀀲􀁓􀁤􀁡􀁹􀁳􀀠1 o 470 S64 658 752 846 Total Cemen.titions Weight (Ills) l.MC-BOFA.04252003
Streng\h28 00/231200:3 
9139Field Test Data Mix No. Basis for Selection 􀁾􀀠 (7482 Contractu)': MoMaboD Conlracting Data 􀁕􀁰􀁾􀀮􀁴􀁥􀁤􀀬􀀠05116/03 AC1318, Table 5.3.1.2 Project: B...-ietIo Creek Deoign Slre.ngdll\,
3000 pol Mod, Standard DeriatttJl'u !l00 psi 􀁂􀀮􀁯􀁾􀁉􀁉􀁮􀁄􀁫􀁾􀀠􀁔􀁾􀀠D.t. Repr....ts: l'tequjred Strtli8fh r􀁾􀁛􀀠4200 polI '1'.." LaborawQ'! HIICfT«raoo. A'g. Slump: 􀁓􀀮􀀴􀁾􀀠A'i.
AIr% 4.30 A.....'"Smn,gth, 771,0 pol Con.. 7 Do! Da'" a J21l! 􀁃􀁯􀁭􀁊􀀡􀁛􀁾􀁜􀁬􀁥S!onl:J:h Data Z80a), Z8Day # Date 51ulll Tom Air% 3D I.l 7Av Cyl.l CyU SelAv A n Rau • St.De",. 􀁾􀁶􀁧􀀮􀀠I
12116102 6.15 70 3.$0 4520 5470 5470 8320 SIBO 8250 140 8Z50 2 W16l02 7.00 71 3.70 5740 5950 5950 8680 8560 8610 120 262 8440 3 12f16!02 S.75 70 4.20 5540 6650 6650 8290 7990 8140 8340
300 2S1 8340 4 12117/0l 5.25 74 3.00 5410 5410 8500 7910 11110 8320 590 215 5310 5 02111103 4.00 67 5.50 SlIO 6060 6060 7350 7410 7380 7910 60 454 8120 6 02f13/03 5.00 69 5.00 5410 5690
5690 6800 7090 6950 1510 290 627 7930 7 02f13/03 5.00 69 5.50 5640 5840 5840 6780 6870 6830 7050 90 706 1770 8 03/25103 4.00 74 4.:00 5110 6410 6410 7330 7410 7j70 7050 80 669 7no 9139
􀁾􀀠􀁾􀁮􀁲􀁩􀁥􀁴􀁴􀁡􀀠Cmok.x!s 
Lattimore Materials Company 1700 Redbud Blvd, Butle 200 McKinney, Texas 75069 972-2214646 (main) 972-221-9647 (fax) www.lattimorematerials.com Gradation Analysis for #57 Coarse Aggregate
. ASTM C29, C33, C117, C127 & 075 Date Sampled: 15.Jul·2004 Sample: . 1" x#4 Date ran: 20-Jul·2004 Source; .' Bridgeport .,< Total dry wt: __,;;.G1,;;;.3.;;,;6:...._lbs. Location: Current
-.....;...;;.;.;......;.-100% 80% 60% .-% Passlng 40% -1-----._____􀁾􀀺􀁲􀀭􀀺􀁦􀁟􀁟􀀬􀀺􀀭􀀭􀀮􀀭􀁍􀁩􀁮􀁩􀁭􀁵􀁭􀀠10 0.100 ... Maximum 1.000 '10. 20% 0% 00􀀭􀀲􀀰􀁾􀀧􀀠Sieve SiZe (In.) Absorbtlon:
0.86% Decant: 0.44% Specific Gravity: 2.68 Dry UnltWt: 103.43 Ib/ft>-.....;.;;.;.;..;.;;...-.LA. Abrasion: 26 
Lattimore Materials Company 1700 Redbud Blvd, Sulle 200 McKinney, Texas 75069 972-221-4646 (main) 972-221-9647 (fax) www.lattimoremalerlals.com Gradation Analysis for Fine Aggregates
ASTM C29, C33, C117, C128 & 075 Date Sampled: 19-Jul-2004 Sample: Spec ., Date ran: 21.Jul·2004 Source: Denton Blend Total dry wt: __..;,7..;,46,;,;.:.;;,3__9rams Location: Current 􀀭􀀭􀀭􀁾􀀭􀁾􀀢􀀺􀀧
􀀺􀀮􀁾􀀺􀁦􀀺􀀺􀀯􀁾􀀧􀀺􀁩􀀻􀀺􀀧􀀻􀁾􀀬􀀺􀀺􀀮􀀬􀀻􀀧􀀠􀀧􀀻􀁩􀀭􀁾􀀧􀀺􀀢􀁾􀀠􀁾􀀺􀀬􀀻􀁾􀀠;, ',:.,'1 ..::""\ \ 􀀧􀀺􀀧􀀻􀀺􀀮􀁾􀁡􀀺􀀠{', ::-'. 􀁲􀀻􀁾􀀬􀀭􀀢􀀺􀀧􀀻􀀻􀁾􀀾􀁾􀀢􀀧􀁉􀁾􀀧􀀮􀂷􀀠􀀺􀀢􀁩􀀮􀀢􀀺􀁾􀀧􀀭􀁉􀀺􀀺
􀀮􀀬􀁾􀀮􀀻􀀺􀀠􀀺􀁩􀀱􀁦􀀺􀀻􀁾􀁾􀁝􀀠3/8" 0.375 0.0 0.0% 100.0% 100% 0% 1/4" 0.250 4,5 0.6% 99.4% --#4 0.188 19.4 2.6% 97,4% 95% to 100% 0% 105% #8 0.094 143.1 19.2% 80.8% 80% to 100% 0%
to 20% #10 0.079 190.0 25.5%· 74.5% --#16 0.047 292.2 39.2% 60.8% 50% to 85% 15% to 50% #20 0.033 345.4 46.3% 53.7% --#30 0.023 408.5 54.7% 45.3% 25% to 60% . 35% to 75% #40 0.017 505.8
67.8% 32.2% --#50 0.012 607.2 81.4% 18,6% 10% to 30% 65%1090% #80 0.007 0.007 685.4 91.8% 8.2% --#100 0.006 722.5 96.8% 3,2% 2%1010% 90% to 100% #200 0.003 . 737.2 98.8% 1.2% O%to 3%
97% to 100% PAN --Fineness Mod.: 2.94 Sand Eq,: 88.1 Specific Gravity: 2.64 Dry UnitWt: 108.42 Ib/rr Absorbtion: 1.20% 
Afr Entraining Admixtuf'll fVPfCAl VA rA FOR S/KIJ Af.A 1:ASTM Cf!RTlF1CA TlON C-260 Air Entraining Admlxlllr .. COLOIf grown SPECIFICGRA lI7TYr;tTll 1.02 ",0,02 pH ,8 CHLORIDES" <0.1
DESCRIPTION Sika AEA-15 admixture Is a liquid ,olu. fico of concentrated organic materials. It has been10rmulated and manufactured specifically to provide stable and pre_ dictable air
contents in concrete. with uniform air bubble spacing throughout the concrete matrjx, 􀁓􀁩􀁾􀁡􀀠AEA-i5 meets the requlroments of ASTM C-260 lor air entraining admi'tures andAASHTOM-154
APPLICADONS Sika AEA-15 can be used whenever air entrained concrete is desired. 􀁒􀁥􀁡􀀮􀁤􀁹􀁾􀀠mil(. precast and block producers can ail achieve optimum entrained 􀁾􀁩􀁲􀀠contentSt
even wtlere harsh mixes are used or fty-ash Is added to the mile ADVANTAGES Air entrain men! I. 􀁲􀁥􀁣􀁯􀀹􀁮􀁴􀁾􀁥􀁤􀀠as Ihe most effective prevention against conCrete scaling In exposed
environments. Air 􀁥􀁮􀁾􀁲􀁡􀁩􀁮􀁥􀁤􀀠concrete defivers partiCUM lar benefits in the form of Increased concrete durability. Thi» Is 􀁉􀁭􀁰􀁯􀁾􀁡􀁮􀁴􀀠In colder cfimates where frost .and
tre&ZG. thaw cycles oan cause scaling I!nd dam" age to the concrete surface. Air entraInIng agents help to prevent scaling by creating million. of microscopic 􀁾􀁉􀁲􀀠voids, allowing
water trapped In Iheconcrete to expand when the ¢oncre1e 􀁾􀁡􀁥􀁬􀁥􀁳􀀮􀁬􀁴􀁬􀁕􀁓􀀠preventing cracks caused by nalural expansion. Entrainedalrvclds In the concrete wUI also increase
durability in harsh environments where concrete is expooed to deicingsalls. marine 􀁳􀁡􀁾􀁳and sulfates, WorKability and plac.ability are also improved by the lubricating acUon of the
mlcrosoopio bubbles In t\1e oonerete. Concrele will flow better, 'Ind blgedlng and 􀁳􀁨􀁲􀁬􀁮􀁾..ge will be reduced because lese waler Isn.eded to oblain Ihe desired workability. HOW
TO USE DOSAGE Addition raleswill varydependlngon !he air content required for. particular proleel. Typicallyairconlents 11<11 be spacilled Inthe range of 4 to epercenl by volume. Olher
lactor. that may affeOI the amount Of air enlrained Intothe concrete Include. butar. 􀁮􀁯􀁴􀁬􀁩􀁭􀁩􀁴􀁥􀁤􀁬􀁯􀀮􀁥􀀮􀁭􀁥􀁮􀁉􀁃􀁏􀀡􀀱􀁬􀁥􀁮􀁴􀁡􀁮􀁤􀁴􀁹􀁰􀁥􀀮􀁳􀁡􀁮􀁾􀀠gr.dation,temperalure
.ndwaler conlent. Sik.",eommandstl'iat "iaJ mixes be tooted whenever material or any other changes are madelhal may aHectlhe amount of 12ntrall'1ed air, Dosage rateo for Sii<ll AEA·15
wlillypl""IIylail betwe.n 1/4 and 1fl. 0%./1 00 Ibs. (16 -65 mV100 kg) oIe.manlto enlrain betweetl4 and 6 percent air. Higher aIr conte!1tJl may be oblalned by increasing the dosage
'ate. Oombinatlon wilh other admixlures, parlicularlywalerreducer. and retarde,., will lend10 lncr.as.theamountofen\rl!lnedair Inthe mix. Alrcontentuhouldbacheckgd witl'i an alr-me\llfI1/t!3r
batohlngsnddosage adjuslrnent.madea,!heconcrete planl. MIXING Measur.the 􀁲􀀮􀁱􀁾􀁬􀁲􀁥􀁤quanlily PO( betch manualty or with automaUe dispenser equipment. Add Sika AEA·15 te ml.1n9 waler
Of sand. Do nol mix with dry cement\Mien used;n combine!lonwithother adr:nlxturas: (tete must be taken 10 􀁤􀁩􀁳􀁳􀁾􀀠pe,ose each adrnildure separately Into the mix. PACKAGING . SlkaAEA-151.SuppJied
in55 gallon {20B liIer) dnums and 􀁢􀁶􀁬􀁾􀀠delivery. STORAGE AND SHELFLIFE Sika AEA.15 shOuld be 􀁳􀁴􀀼􀀾􀁲􀁥􀁾􀀠at above 35'F (z'C). If frozen. thaw and agllele thoroughfy to return
10 Its norma! state bator. use. Shalf Ufe when stored in dry warehouse condllionS betwe.n 50'Fand SO'F (1 O'C_ 27'C) Is 1 year mlnlmvm. CAUTION Sklnandayelrrltant avoldCOlltaGl. The
use of NIOSHfMSHA approved respirator. safety goggles and rubber gloves Is reeommended.Avoidbroathlng product. Use with adequate ventilation. Remove 􀁣􀁣􀁮􀁾􀀠tamjl"lated c[othlng. FIIfSTAID
Wash skIn wIth soap and water, In caS$ of eye contact. flush with water for 15 minutes; conbet. physician. Wash cloth... fng before re-.use. CLEANUP oontaln and collect wfth absorbent
ma, terial. Disposg of In accord!,"C9 Wlill local. sta!eand federal reg\llallOns. 
Plastocretei!!i 161 119; Water Reducing Admixture (Typ. A)ISO 9000 If;IJ. ® IlESctlIPT/ON Pisstocrete 161 is a polymer·type watsr ... (educing admixture. PiaSlocr9te 161 contains no
chlorides, 􀁉􀀢􀁬􀁡􀁳􀁬􀁯􀁣􀁲􀁾􀁴􀀦􀀱􀀶􀀱􀀠meets me reQuirements of ASTM C-494 Type Aand AASHTOM1S4 Type A, APPLICATIONS PIOSlocrete 161 isrecommended for use In all appllcaUons where
high quality eoncralS wilh superlor workability and normal setting time. is (equired, HOW IT WORI($ Plasltlcrete 161 water rgduclng admixture provld.s an economlcai and highly effective
means of reducing the amount ofmixing water n,qulreo to produce concr.te of a 􀁃􀀹􀁲􀁴􀁡􀁬􀁾􀀠Slump by acting as a dispersant for flle cement perth:les In tile mix, • Through tillS dispersing
action more of the surlace area of 1M cement particles Is available for early hydration, The more cement panicles hydrated by contact with !he 'J1ixlng water. the greater tile compressive
Slrength of Ihe conCre!". ADVANTAGES PlaslOcrete '61 ie formulaled as a Type A water reducer to allow 7 -10% wate' rsduetion and maximize' tr·9 Qenefit9 of Increased hYdraUon In bolh
me hardened and plastic states. BENfFTrS ... Reducod water content required 10 achieve desired slump, Increases compressive and flexurel strengthS and allows the USB ot mora Qconomf..
calmlxas. . • Improved paste qualitY 'J1akes oonor.te eaSier to pump and finish. .. Conslst9ntnormafsetringtimesthroughout the recommended dO$age, .. Lower water oement ratios provide
d.creased permeab81iy end Increased durability: Combination wllh other Admixtures: Plastocrete. 191 works effectively as a sJngls admixture or In cOmbinatton with otheradmOOure.lntheSikaS""lem.
When air entrained concrete is speclfted. Slka. recommends the u••o/SIkaairentraining 8Qent., HOW TO USE DOSAGE AdoWen rates of 3-6fl. Oz.!1 00 lb., (195 -390 mVl00 kg) 01 camem are
recommendedfor generlll concrete applIcations where normalsettlng characterlsllcs are d••lred. IIIXING Plastocret9161 is added at the conorete plant. MeasurareQUlredQuantity tMIlvally
or or by automal$d dispenser. Add into the sandatlhewelghhopPelorintothewa!.r lin. at !he balch planl. When used!n comblnanon with other 􀁡􀁤􀁾􀀠mixtures. curem""t be token'" dispense
eaeh adniXlure 􀁳􀁥􀁰􀁡􀁲􀁡􀁴􀁥􀁾􀁬􀁮􀁴􀁯themlx. Do not 􀁭􀁩􀁾with drycernent. PACKAGING PlastOcrete 161 Is Supplied in 55 gallon (208 Iller) drums and bulkd.li"ery. STORAGEANDSHELF-LIFE
PI••tocrata 161 should be Sloradatabove 3S·F (2·C). If frozan. thaw and agitate Ihoroughlyto return '0 normal slale before use. Shelf life when stor.d In dry waretlOuse COndMons batw.en
5O'F and 80'F(1Il"C271JC) is one yearminirnum. CAUTION Skioand eye irritant; avoidcontaCl The use ot NIOSHIMSHA approved respirator. safety goggles and rubber gloves is recommended.
Avoid breathlngpro<iucr. U.e with adeQuate venfllatlon. R.""ve contaminDtedclothing. FIRSTAID Wasnskinwlthsoapandwatar. Inca$eof eye contact.􀁾􀁵􀁳􀁨􀁷􀁬􀀡􀁨water(or 15 mlnotell: contact
a physician, Washc!o1hing before re-use. CLEANUP ContalnandCQI\ectwithabsorbenlmalerial. Dispose olin accordance wilh local, statesnd fedGral 􀁲􀀰􀀹􀁵􀁬􀁡􀁾􀁯􀁮􀀤􀀺􀀬􀀠TYPICAl DATA FOR
PLJ1SrOCRET" 161 ASTM CERTlFlCA170N ASTM C-494 Type A OOLOIl Brown SPECIFIC GRAIIlTY tr/lft/1.17 .. 0.05 pH >8 CHLORIDES " <0.1 
:.. 1/9iWater Reducing and Retarding Admixture (Types J3 & OJ DESCRIPTION Plastiment is a water-reducing and retarding admlxtufe. Plastimenl contains no calcium chloride or any other intentionally
added chlorides. Plastiment meets the requirements of ASTM C-494 Types Band D and MSHTO M194 Types Band D. APPLICA TlONS Plastimentie recommended for use whenever high quaility concrete
wlth predict· able and controlled set times is desired. Use in flatwork and horizontal or vertical sllprorm placements where 8 superior sur1ace finIsh is required. AI)VANTAGES Plastiment
is highly atfoctlve in hot weather concreting to offset the accelerating effects df)high ambient temperatures by conlrolllnQ ,the heat 01 hydration. Conc(ete VlorkebiJity is enhanced
and a 􀁾􀁵􀁰􀁥􀁲􀁩􀁯􀁲􀀠surface finish Is obtained. BENEFITS .. In mass concre1e pours Plastiment oontrolstemperature rise ar"ld reduces the risk of thermal cracking. At. Initial set
times are del:!yad. allowing time tor proper placement and finishIng without cold joints in hot weather conditions. At. Plastiment increases ooncrete density and delivers Increased early
Bod ultimate. compressive and flexural strengths. ... For llatwork applications Plastiment acts as B finishing aid, workability Is improved, bleeding isconlrolled and a superior surface
finish is obtained. .\ Lower w;:lter cemenl ratios provlde decreased permeability and 􀁩􀁮􀁣􀁲􀁾􀁡􀁳􀁥􀁤􀀠durability. Combination wtth 􀁯􀁴􀁨􀁾􀁲􀀠Ad.mlxtures: PJastlmenl works eHectlvely
as a single admixlure or in combination with other admixtures in the Sika System. HOW TO USE DOSAGE Add;tion rates of 2 -4 fl. oZ./100 IbS. (130·260 ml{100 kg) cement are recommended
for general concrete applications. Where extended retardation is required dosagemaybe increased. Please contact your [ooal Sika Representative for Information and assistance. MIXING
Add Plastiment at the conefete plant. Mea.$lJre required quantity manually or by automated dispenser. Add inlo the sand at the weigh hopper or Into the water line at the batch plant.
plant. Whon used in c.omb[natlon with other adm[Xlufes. care must be laken to dispense eaoh admixture separately In10 the miX. DO not mix wilh dry cement. PACKAGING PI.stiment ;. supplied
In SS gallon (208 liter) drums and bulk delivery. STORAGt:ANI)SHELF-LIFE PIBstiment should be stored at above :JO"F (-j·C). If frozen, thaw and agitate thoroughly to return to normal
state before use, Shelf life when stored in dry warehouse conditions between 50cFand 80°F (10°C_ 27°C) Is one year minimum. CAUTION Skin and eye Irritant; avoid contact. The use of NIOSH/MSHA
approved respira· tor, safety goggles and rubber gloves is recommended. Avoid breathing product. Use with adequate ventilation. Remove contaminated clothIng. FIRSTAID Wash skin with
soap and water, In oa$e of eye contact. flush with water for 15 minutes; contact a physiCian. Wash clothing before fe-use. CLEANUP Contairi and collactwithabsorbent material. Dispose
of in aocordance with 100ai, state and federal regulations. TYPICAL Df! TA FOR PLASTIMENT ASTMCERTIFICATION ASTM G·494 Types Band D COLOR YellowlGreen SPECIFIC GRAVITY g/ml 1.16 '" 0.5
pH >6 CHLORIDES% <:.0.1 
® Extended Slump Ufe High Range Water Reducer (Types A & F) DESCRIPTION Sikament lQ ESllS a high range waler reducer and eLlpefplasticlzer formulated to provide extended slump lile.
Sik.ment 10 ESL is a unique iormald.􀁨􀁹􀁤􀁥􀁒􀁦􀁲􀀹􀁾􀀠pfoduct basad Or) a vinyl copolymer. ltisa lion 􀁡􀁩􀁲􀁾􀁥􀀺􀁲􀁲􀁴􀁲􀁡􀁩􀁮􀁩􀁮􀁧􀀠admixture that does nOt inlarlera with lI>a
air-void system In the concrete matriA, SiKamentl0ESLdoBS nOI cOl'lt.informaldehyde, ceJc!um chloride or any other intanVonelly added Chlo/ides and will nol initiate or promote Ihe corrOSIOn
Of sleel presentinlh. concrete. Sikament 10ESLmeelS t1ierequlromants forASTMC-494 Typ••AandFand AASHTO M·194 Type.Asnd F. APPUCATIONS Sikamenll0 ESL may be used .s a planl added, ready
mix or precast high range walel reducer to obtain desired plasticity and maintain slump for up to two hOlJrs. ControHed set 􀁴􀁬􀁭􀁾􀀤􀀠mak.e Sikamenll0ESL loealfor norizonialand ""rtlcal
sliplorm applications. ADVANTAGES WaterReduction: When usad as slligh range waler reducer upio30% water reductfoncenbe obtained wllh Sif<.ment 10 ESL becau•• 01 Ih. polymer improved
cemMt hydration 􀁡􀁦􀁬􀁩􀁾􀀠clency. High PlaSllcity: Thesvperp!asticlzing actiOnof 􀁓􀁪􀁾􀁲􀁲􀁴􀁥􀁮􀁴􀀧􀁏􀀠ESL 􀁰􀁲􀁵􀁶􀁬􀁤􀁾􀁳high·slump r!owingconcrete withexcellentworkobilitythatmaybeplaced
with minimal vibrallon even at very low water cement ratio's. Sik.menll0 ESL plastlclzeo concrele Is highly tlold while m.1nlalning complete cohesion withIn lhe concrete matrix to ellmlnale
.,cessive bleeding or 􀁓􀁾􀁬􀁜􀀩􀁧􀁡􀂭tion. EXlended Slump LlfQ an<1 Set COntrol: $Ikamont 10 ESL r.as been tormuleled 10 proVide controll.o and predlclable extended Slump lite 10f periodS
of fiO to 120 I'ninu\cs with flormal set times. BENEFITS Tl"je Cl"lrnt)lneo I"IQh hlflfJe water rcd!)c» lion nnu sUDorploSlicifing action nl Sikamenl to ESL provide Ihe lollowing 􀁢􀁅􀀻􀁮􀁾􀁦􀁩􀁩􀁳􀀠
In 􀁨􀁡􀁬􀁲􀀨􀀩􀁾􀀡􀀱􀁥􀁤􀀠concrete: A 􀁈􀁩􀁧􀁨􀁾􀀨􀀠􀁑􀁡􀁲􀁬􀁹􀁥􀁯􀁭􀁰􀁲􀁾􀀤􀀤􀁩􀁶􀁥􀀠strenglh$!or earlier removal 01 forms and strv<;\IJf<,1 use 0' 􀁣􀁯􀁮􀁣􀀨􀀤􀁴􀁴􀁾􀁾􀀬􀀠.. Higher
ultimale strengtlls allow for greater engineering design fli>t1tlillty and structural economies. ... 􀁒􀁥􀁤􀁵􀁣􀁾􀁲􀁊water cement ratiOS prodUCe more durable. dense concrete wllt'l reduced
ptSt'tl'leab!my. .. Hignly .ffeclIve plasticizer reduce. surface defecls [n concrete elements and Improves aestheUc-appearance. CQmbln8tiOn with other admixtures; Sikamenl 10 ESlls highly
effective as single admlXlure or in combination wlth other admixtures in 1he 5ika System. ComblnaUon with ml..-oslllca; Sikament 10 ESL I. particularly well suited for USB with microsltica
because of its water reductio." capability and superior slump control. HOW TO USE AODITIONFIATES Dosage rates wm vary according to 􀁭􀁡􀁴􀁥􀀨􀁴􀁡􀁬􀁾􀀠IJsacd, amb[enl conditions and
the requlremen16 of a specifiC project Sil<a recommendS oosage at 6-20 fl. oz. per 100 Ibs. (391}1300 ml/100 I<g) o( cement for genera! concrete 􀁡􀁰􀁰􀀡􀁩􀁣􀁡􀁾􀀠tions. Dosage "'tos
oUlside Ihe recommended rangs may be used where speclaliled materials such as mlcro-sllioa ate 􀁬􀁩􀁩􀁰􀁥􀁣􀁬􀁾􀀠fied, extreme ambient conditions afe encountered or unUsual PfQjact conditions
requ!resPfJelal consideration. Please COli" tact yourSlka repreSe()lative formore 􀁩􀁲􀀧􀁬􀁴􀁯􀁲􀁾􀀠mation and 􀁡􀁾􀁩􀁳􀁴􀁡􀁾􀁣􀁥􀀬􀀠MIXING FQf bast suparplasllclzlng resullo, add Sikemenl10
ESl 􀁤􀁩􀁲􀁡􀁣􀁾􀁹􀁬􀁯􀁉􀁲􀁥􀁳􀁾􀁬􀁹􀀠mixed concrete In lhe concrete ",Ixer althe.nd of the botching cycle. TYPICAL DATA FOR S/KAMEIVT 10l':SL ASTM CERTIFICATION ASTM C494 Typo. A andF
OOLOI'I Brawn SPECIFIC GRAVITY 1.11",0.05 Sikament 10 eSL may also be dispensed 8$ an Integral material during the regular admixlure batching cycle. or into freshly rni4sd concrete in
a Re:sdy.Mlx truck at Ihe concrete plant or at the jobs lie. To optimIze the superplasticizlng offect. aft.r ltIe "ddltion Sikement 10 ESl SIKa recommends that the combined matsrl •
als be mixliJ'd for 80-100 revolutions or approximately 6 minutes! either in the concrete mixer or In the Reacty.Mix truck. PACKAQING Sikament 10 ESL is availabfeinS5 gallon (20810&r)
drums and buik dt>liV<l/Y. STORAGEAND SHELF-LIFE! Si"ament 10 ESL should be SlOfed at abovs 35'F (2'C). If Ifo.oo. Ihaw and agitate thoroughly to felum 10 normal s1ate. Shellli!e when
stored in dry warehOu•• condalon. between 50'F and eO'F (t o'C 􀁾􀀠27*C) Is one year minimum, CAUTION Skin and eye irritant: avoid contact The use of NIOSHI MSHA approved respira· lor•••Iety
goggles and rubber gloves Is recommended. AvoId brealhing product Use with e.dequats ventIlation. Remove contaminated clothing. FIRSTAID Wash skin 􀁷􀁩􀁾􀁨􀁳􀁯􀁡􀁰􀀠and wale(, In caSE1"
Of eyecontac!, flushwiihwaterfo( 15 minutes; conlaetaphysiclan. Wash Clothing belore rewU$e. . CLEANUP Contain and collect with ebsorbentmale· ri.L Dispose of in accordance with 10c.l,
,t.lsand federal regulations. PH >6 , CHLORIDES % <0.1 I 
08/23/2004 09:22 9722437913 􀁾􀁟􀁄􀁃􀁁􀁓􀁔􀁌􀁅􀀠APG TEXAS PAGE 02/04 CuolomC<e1e 2624 Jo<J Fioid Rd Dallas,T.... = 9n-l88-l!131 912-243-7913 Fa. PrJ!;!! Quotation Quote 11: JQS1)4-19
-Vo"'" "'1£"􀁾􀀠, , " 􀁾􀀺􀀠,,; 􀁾􀀠Co"".... SGnd , .......1. 􀁾􀀠􀁾􀀧􀁗􀁦􀁦m", = 􀁾􀀠$16.90 'M , ' 􀁾􀁾􀁯􀁤... T"""" Trinltv I u, 􀁾􀀠l1iii1iO :; , "''',;' :, :: 􀁾􀀠• ,$ Condiilons
Of Sale 􀁾􀁐􀁒􀁬􀁃􀁅􀁉􀁎􀁃􀁾􀁉􀀡􀁁􀁓􀁅􀀺Th.... will b•• $2.00 per yard price inc...... on J""""IY " 2005, MINfMlJl\1 CiiARGE: 1·1/2 Y,m, DEUVERY FEE: S75,00 I'm q",utitics under fuur
yords, This d.li'm)' fcc will .1,., lIl'Ply ",bon Ib, """",cI<:rcquiml ror th, job i> llll<kt ",,,et«land un .dditionai dclivt'!lY i:; 'I"Oquitod. STANDING TIMEt J>un,h.,,,, will ho
.Oowod "'" minute< Il>r oa<h y.rd with • "''''mlllll ofono hout pot Iood-Doll;/'! ...,od by lite cuOt<>_ ovo' !his am, will be eharg1:d at tb. "I< 0($120,00 P'"' hour (or U.OO permin.",),
St&!lding tim. is PlOIlItcd. Sl'ECIAL ORDERS: Duo to tho fa" tIIot.n spO<!al .,Ius require addltloo:!! rim. lOt I••ding ..d unlo,dlns, 1lI..e ord... will b. ebarSed ror llIelllllount
of concrete ordered. EVEI«NGS (S PM Ol' lolor) IIJId WEEKENlJ CALL OtJrS: $12S,OOpcr hour ..atting with the orne.,,, Concrete-Mobil. I.."", our pl••t until it returns, I'IUlI,,,,,,al
chars'" O$li,ftd.311'ou" mmilTM1l ($375,00) P'" <all qut. CANC'JlLLATlON 1/0TIC'Jl& CIl'ARGES. Sp<oW ord... ""d ,all out ord"''''llI;re 24·hour ""nocIleti..notice. Ccncclllttion within
24ltcurs qfl'our wm ",u1!!. a "",..naa.. Ibc ./$200,00 pCI'true!<. AocepIed by:Purch...r.______________ 0..18:,______ 
08/23/20B4 09:22 9722437913 DLDCIISTLE AP6 TEXAS PAGE 03/04 CONCRETE DESIGN WORK. SHE5I AGGREGATE CHARACTERISTICS. Sp.Gt. Fin. AllIl'aglllo (FAl 2.64 C...... Aggnoga\e ICA 2.76 SSDUnHwt.
U>trc..Ft 'II Salid. 108.7 U.9 103.5 60.0 DESIGN FACTQR$:C.ment F__(OF) Co."", Agg""lale F.ctor (OAF) Worer Cemoni 1'1.10 (WeR) Air Foetor. 6 % Po.....t Fly ..... ' 6.5 0% ••ek. por
...blo yord orcol"."'1o 0.69 4.8 gol. pernek 01 coment r----"';;:;;;:;-;;u;;;:;:;;;-----, FA CA Water: SOURCE Trinity Moteri.l. -1S1lS710 TXI A""""'A.IM -0050445 City oID.II•• Cement
TXI-Tvp.l" 88321 Midlothian FlvAoh; 0% Admixture; Euclid ACN200" 109Sn D09Slle: 40 oz/sk Euclid Air 30· 109an Dosage: 0.52 oz/ak Euclid mv ·109877 Dosage: 4 oz/sk VoillnM! Monar "" VI...Vel,
eA ""'1.6 • GIIIW.terperC,F, /l.$h· .4B5" 􀁏􀁾􀁏􀁏􀀠4.1114 • • 4a5 ... 0,640 •.2411 2A47 􀁆􀁪􀁮􀁥􀀢􀁁􀁾􀀦􀁆􀁡􀁾􀁴􀁯􀁲􀀢􀀧􀀢􀀠1.101 U2,S x 2.7e 214.50 U KgIM3 O.!!40 Ir.i.S • 􀀱􀁾􀁏􀀠•
40.00 &.5 KgIM> 0.000 62.5 , 0.00 0.00 6.5 Utl6 6:1.5 x Mo 94 ,.II U411 1..314 1.072 flU • 2.$1 1 178M B.5 TOTAL \WIGHT· KUfMJ:::I ,a33'S Tboo. Vnft WelQIIII""" .l!U Sp. Gr.(Fly Aah)
1914 26(} (} 611 1150 3935 I 
08/23/2004 89:22 9722437913 OLDCASTLE APG TEXAS PAGE 04/04 CONCRETE DESIGN WORK SHEET A90REO"'TE CKAA"'CTERISTlCS: DESIGN FACTOR$: Cement F ••tor (eF) G.S •••1<0 per oubic yord of """""'Ie
0.69Co."", AIl_.to Foctor (CAF)w."" Cement Rollo (WCR) Air F••tor, 5,0'110 Po"",n! Fly AaI'I, 0% 
HP LaserJet 3200S8 inventHP LASERJET 3200 AUG-26-2004 4:21PM Fax Call Report Job Date Time Type Identification Duration Pages Result 757 8/26/2004 4:19:57PM Send 99726615614 1:05 3 OK
FACSIMilE TRANSMISSIOt-l SHEET .: RIll f .,..:C e.:....e., 1It'S.-,.",-__....: -·&,0. 􀁯􀀴􀀺􀁾􀀧􀁬􀀮􀀱􀀠From: 􀁾􀁾G-lMfFI!!L.. TollllofpagllS: _-23__.__ 􀁲􀁾􀁗􀀧􀁉􀀧􀂷􀁉􀀧􀁨􀁉􀀸􀀱􀀱􀀠
AUG-26-2004 THU 08:14 AM 􀁾􀀩􀀨􀀠,. FAX NO. p, 01 1iJ fl1,k 􀀱􀁦􀁵􀁾􀀱􀁊􀀱􀀵􀁴􀁊􀀱􀀱􀀠􀁱􀀷􀀱􀀭􀁾􀁢􀀨􀀭510lf e TExas Standard Construction. Ln>. FACSIMILE TRANSMISSION SHEET iro: c.-1,1
v?-A"f.) 􀀱􀀵􀀭􀀬􀀬􀁾􀀠Date: e ,,"t'" -<> f-Attn: ).W\,. 􀁲􀁜􀁾􀁇􀀠Re: -.f'¥-:C C:>M::.-. 1/t'$ (.,"" S.O \I> 0 ll<-7..1 Cz-4-.,·'2).... rze ';"7 ,::hl fl!-"\d\-r../Fax No. From: 􀁇􀀭􀁾􀁴􀁦􀁨􀁲􀁲􀁬􀀠
Total of pages: ,3 (including cover sheet) Message: C.OM-. D6-<:''j.v fQtL-(lie 􀀧􀁃􀁾􀀷􀀠-'I'I'l' 􀁕􀁯􀁾􀂷.:J:' I 􀁾􀁄wd ') 􀁾􀁉􀀾""1 --rt... Z p"""􀁾􀀠I 5 ,'''<4' ntt 􀀱􀁾􀀱􀁯􀀯􀁲􀀮􀀬􀀠􀁾cIC;
!+ttnS 􀁾􀀠􀁾􀀠􀁳􀁾􀀠,f􀁾􀀠􀁐􀁾􀀢􀀧􀀧􀀧􀁾􀀠_ P.O. 801( I!!I0768 ' Dallas, To,as 75i!1I • 􀁏􀁦􀁦􀁬􀁣􀁾􀀺􀀠(ZI4) 330·S2i!9 • Fax, (i?14) 330-S2S4 
AUG-26-2004 THU 08:14 AM FAX NO, p, 02 1341 􀁗􀁾􀁩􀁉􀀠Mockingbird La"". Dall••, T .... 15247. 912.647.6700. www.!><i.eom August 25, 2004 Texas Standard Construction P.O. BOl> 210768
Dallas, IX 75211 Attn: Mr. Sherman Griffith RE: Paving Repair Addison Airport , fH'" 1''1'' !>t:'iO,," 1-,H 􀁾􀀢􀀬􀁯􀁦􀁓􀁬􀀠I'" t:4 ItM 1122S 9669 9761 CL-PJ" 􀁾G{.-M The attached concrete
mix designs utiJi:ling the appropriate ASTM c·:n or ASTM C-330 aggregate are proposed for use OIl thl;l above rl'lferenced project for ready-mixed concrete 10 be furnished by TXI. IXI
certifies that the above mix designs, when ordered by specified design identity. and delivered by TXI, will metn or exceed the indicated deSign strength at the designated age when testeo
in accordance with the applicable and cumntASTM Standards C 31. C 39, C 78, C 172, C 293, applicable provisions ofC 94, and evaluated in accordance with applicable provisions ofthe ACl
Building Code. m would like to be included on your mailing list to receive all test reports. ASTM C 94 entitles a manufacturer to receive copies ofall test reports When strength of􀁣􀁯􀁮􀁣􀁲􀁾􀁴􀁥􀀠i
s used as a basis for accoptance. Contact us ifyou have any questions orrcquirc any additiClllal information. Plea5c notify TXl ofapprova) ofthe 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 ofthis letter, after approval, to the above
refet$nced project to be used by the person ordering the concrete for this job, Tho information eontained in this submittal is oonfidential and the exclusive property of TXI. It Catulot
be copied, dUplicated or disclosed to third partios without the expressed written consent ofTXl. Sincerely, 􀁾􀁾􀀠 􀁍􀁡􀁮􀁬􀁬􀁾􀁥􀁲􀂷􀀠Q.A.!Q.C. 
AUG-2B-2004 THU 08:14 AN FAX NO. P. 03 Paving Repair Addl,on Ail:po!! Mix II: 9761 Description: 729# HRWRlAEA 1"CS PAVING. EARLY STlUlNGTH AS RBQUIRED Maxlmllm Size Come Aggre$llte:
1" -#4 CRUSHED STONE Maxim.um Water/Cement Ratio: 0.354 Ibs/lb CementlCem.entitious Content: 7291bs (per cubic yard) Design Slump; 8.00 inches Air Entraining Agent: ASTMC.260 Admixture:
ASTM C-494 Type F or G Admixture: ASTM C-494 Type A or D MATBRlAL QUANTITIES PER 1.0 CUBIC YARD AT S,s.D 583 1-".. ASTM C 150 TYPE IIll CEMENT 146 Ibs. ASTM c 618 FLY ASH 1860 lbs. 1
" -#4 CRUSHlSl:l STONE 1112 Ibs. CONCRETE SAND 2581bs. or 31.0 Gallozm "fWater 8.0 to 16.0 ozlcwt ofASTM C-494 Type F 0.0 to 4.0 ozlewt of ASTM C-494 Type A Spe<;ificd Air Content: ).0%
-5.0% Placoment Slump: 8.00 + or -2.00 inohes Mix Design Proportions and 􀁾􀁰􀁥􀁥􀁩􀁩􀁩􀁣􀀮􀁴􀁩􀁯􀁮􀁳􀀠art> oon/identtal and propriei:a.ty trade S!!Crftlll ofTXI. Any U •• or disseminl!.tion
without permission i. a violation orfederal criminal 􀀩􀁾􀁗􀀮􀀠.. '''._0''.'' 
Texas Standard Construction, l.l.C. Sherman Griffith Pro}ti!Ct ManageI' P.O. Box ZI07GB Dallas, Texas 75ii!11 Office: (ZI4) 33o.5ZZ!J Fax: (ZI4) 33o.5Z54 Cell: (a14) 4600i!167 Pagel':
(BI7) 4Z5-!J!J5B 
TEXAS STANDARD CONSTRUCTION Lr:9 LETTER OF TRANSMITTAL P.o. Box 210768 \ Dallas, Texas 75211 Office: 214-330-5229 Fax: 214-330-5254 TO __􀀭􀀽􀀢􀀱􀀺􀀮􀀺􀀮􀁁􀁷􀀭􀀶􀀺􀁓􀀮􀀺􀀭􀀮􀀺􀀮􀀺􀀮􀀮􀀮􀀭􀀭􀀧􀁐􀀭􀀭􀁬
􀁴􀁾􀁅􀀮􀀺􀀮􀀮􀀮􀀺􀁒􀀮􀀺􀀮􀀮􀁣£==--___ DATE 6',. zA-t> 4-ATtENTION 􀀭􀁊􀁾􀀠JoaNO. FILE NO. RE: CODE NO. 7Y.>.o I􀁾,)0'\) Aq:l. ''',,;2.r r-v(ft., rrU/AG P-I'r-lt _ j2.tpA-'H 0-4 --z.,1
! WE ARE SENDING YOU 0'Attached o Under separate cover via the following items: o Shop drawings o prt"nts o Plans 0 Samples 0 SpecHications o Copies of leller o Change order 0----------o
Resubmit copies for approval o 􀁓􀁵􀁢􀁭􀁾􀀠copies for distrtbution S Return { corrected prints COPIES DATE NO. DESCRIPTION 4-THESE ARE TRANSMITTED as checked below: 􀁾􀁯􀁲approval 0
Approved as submittedoFor your use 0 Approved as noted o As requested 0 Returned for corrections o For review and comment 0 o FOR BIDS DUE _________ o PRINTS RETURNED AFTER LOAN TO US
REMARKS _________________________________________________ COPY TO _____________ 􀁓􀁉􀁇􀁇􀁎􀁅􀁄􀀺􀁟􀀭􀁉􀁊􀁌􀁾􀀽􀁟􀀮􀂣􀁊􀁪􀀭􀀭􀀴􀁖􀁦􀀭􀀭􀀡􀀮􀁦􀀭􀀭􀀭􀁟If enclosures are not as noted, idndly
notify us at once. 
08/23/2004 09:22 9722437913 OLDCilSlLE IIPG TEXAS PAGE 02/04 eu.wmCleIa... 2fU4 Joe Flolrl Rd Dalla$, mo.. 75229Cl°ustom. 972-488-B131􀁾􀁣􀁲􀁥􀁴􀁥􀀠972-243-1913 Fax Prlc;e Quotation
Qdote II! JQ804 -19 􀁉􀀢􀁾􀀠:.' . ._': " : c, 􀁾􀀵􀀵􀁆􀁉􀀢􀀢􀀠e.B T.... lndumM' :1i LII I ACN20. $130.00 . v.l'rod 􀁾􀀠􀀲􀁂􀁤􀁾􀀠4500 B SOUJ'Ce:1 Fln.AIl.,1 􀁾􀀠􀁾􀀠􀁶􀁍􀀧􀁉􀁡􀁾􀀢􀀢􀀠e30
ldnIixol !uoll<t NW 􀁉􀀧􀁾... DO' 􀁾􀀠$7&.90 Comment&: All 􀁃􀀨􀀩􀁮􀁤􀁪􀁾􀁯􀁍􀀠of Sail> 11_below apply. Price valid throuah: Januarv 19 20051 Prica incr....e o!:lS2.oo Petyard on: Janual'll1.,
£20!!!05!9...______-' "PRICE INCRE'ASE: Th.... wiD b. a $2.00 par y..n:I price inc ...... on JArtuarv 1, 200S. MlNlMUM CBARCE: 1-112 Y.rd, DEmERY FEE: S75.00 I'm q...,tIti", und", four
yards. 'I'Ilis dellmy fcc will .1", 'l'Ply wh"" th, 􀁾"",uircd ror the job i$ U!l<ler onl"'ed and on 5dditional deJl'Ymy is roquitt:d. STANDING 􀁔􀁬􀁍􀁅􀀮􀁾􀀮􀀬will be al!owod lemni.....
!b< ..eh j'SIll with • maximum orotl. bOUtp'" 100<1. Del.yS ...... by 1he0U$_""'" this time will bo eharge<lal1bo r,Ie 􀁯􀁕􀁉􀀥􀁯􀀮􀁯􀁾􀁬􀁬􀀼􀁦􀁨􀁏􀁬􀁬􀁬􀀢􀀠(or S2.o0)l<l"lI!inu1e).
Sflmdlng tIm,ispronlled. SPEGAL ORDERS: Due to the 􀁾lhot oJl 'l'""W mi..., require .4dld...l tim. fur taading ""4 unloading, th.... ordm Will be chDlSed Ibr the """,un, or CQJlctete
ordered, EVENINGS (5 PM or lat.r') And WEEKE."ID CALL OtITS: $125.00 Jl<' hour .tamng with the time our Concrete-Mob.t1. len...o.rplnnt until it retum" 􀁰􀁬􀀢􀀭􀁾􀀠"'''''''' che'Se!
..li,tedJ Hou..mlninMo ($375.00) P'" .1Il1 ""< CANOlLLATION NOTICE II< CB.ARGES. Spooid ord.,. tmd cell ..t orde"""'!u;,, 24.!tou, ".,,,,.n.non notiee. Co.n..,lI.rion within 24 bo."
OfpollT win ""ultin a .....Il.a.. foe Of $100.00 per""... SHOW-UP FEE, S100.00 -1£4 Concrete-Mobile arri,., <II tho job,jle tmd """"ot pour "".cmo (for llI1Y ......)•• ,bow.U"J> fe.
will be cbarged. Accepted t>y:PUrehosor..______________ Oate:.______ 
09/23/2004 09:22 9722437913 OLDCASTLE f!PG TEXAS PAGE 03/84 CONCRETE DESIGN WORK, SHeET SOURCE AGGREGATE CHARACTERISTICS: Si>. Gt. Fin• 􀀮􀁉􀀡􀁩􀁾􀀬􀀮􀁧􀀮􀁴􀁥􀀠(FA) 􀀲􀀮􀁾􀀴􀀠Coo,...
A<I<nOate CAl 2.76 SSOUnllwt 􀁩􀀮􀁨􀁳􀁴􀀼􀁩􀁵􀀮􀁬􀀧􀁾􀀠'*' Solid. 108.7 GU 104.5 59.0 FA TliIlitv Materials -1805710 OA TXI AIKI",;oles ·0050445 Water: City 01' 01111•• C<!m.nt TXI-T.."I·
99321 Midlothian F1v Ash: 0% AomlxbJre: Eiuelld AON200 ·109877 Doaatle: 40 <>1-lsk Euclid Air 30 -109877 Oosa!:e: 0.52 ozlak EUClId t#J • 109877 Oo_e: 4 ozlsk TOTAl WEIGHT 1:11 8935
KQIM' 􀁾􀀠􀁾􀁩􀀡􀀳􀁓􀀠FeQ1orTheo. Unit WeJgtti 1bIP$ .w.z DESIGN FACTORS: c.moot F._(CF) 0.5 eo."", A99regslo Foclo, (OAF) WoJer Cement Ratio (WO,,) AI, Foetor. 6 % Po""'n! Fly AsI\:
0% 􀁾􀀠Volume Morw.t 1'1 .. ,uM. 0.885 • Vol CA-YJe!d ft Vol, 􀁾􀀠 ift 1.S • Gal Water 􀁾C,F. A,h • .48S. Vo!. Ash •.;as -0.000 VoIvmo 1:n1roi>ed Air YIoI<f. AIr F_ 4.1M • •465 ... 0.640
o.:z4a 2.447 1.374 .oek. per IJtlbie yard ofco,",10= 0.59 4.S g.1. po,sack of ""menl 􀁲􀀭􀀭􀀭􀀭􀀱􀁕􀁦􀁦􀁩􀁩􀁭􀁾􀀺􀁔􀁣􀁩􀁒􀀭􀀭􀀭􀀭􀁬􀀠19141.707 1!i.5 :It 2.76" 214.50 •.5 KgIMS 261lO.V4Q
ez.• x 1jlO • 'D.DD G.' KgIM3 •.5 1182.5 x 0.00 D.DOMOO 0.48& lIZ.!! x 3.10 • 84 •.' 611 0,249 1.374 11501.m .. B2.i .2.l!4 178.94 M 
08/23/2004 09:22 9722437913 OLDCASTLE APG TEXAS PAGE 04/04 CONCRETE DESIGN WORK SHEET AQOREOATE CHARAC'It!RISTICS: S .Gr. Flo. A Co",,", '" .t. CA 2.76 DESIGN FACTORS. Comont Faetor
(CF) 6.$ C....... Aggregat. Foote, (CAF) Walllr Comenf Ran. (WCR) Air Foetor! 5.0'l!0 "",....! Fly Ash: D% SSP 􀁕􀁮􀁾􀁗􀁴􀀮􀀠􀁾􀁢􀁥􀁬􀁃􀀢􀀮􀁆􀁉􀀮􀀠%Sorllls 105.9 64.2 iG!.! 5U ••eks
por cubi. yard or coil"...;. 0.69 Tfinl M.",rn.ls • 􀁬􀁥􀁏􀁾􀀷􀀱􀀰􀀠lXl Grode #3 • oo5tl445 Wo.ler: Cll ofPQiIao TXIT 1993z1 FI Ash: NJA Admlx!ur.: Eu.11d NW·l09877 e.' 1921oz.!! x 2.16U1S

--08/23/2804 eg:22 9722437913 OLDCASTLE I\PG TEXAS PAGE 1'12/04 c...wmC<ete 2624 JOG Floid Rd 0&110•• T.,... 75229 972-488-8'31 972·243-7913 F"" Prlc;;e Quotation Quote 11: JQ804 -19
• !look s ::::::Sf ""........"""" Sril"'",,' T"OItv " ..."",. Adml., ,'"AdniiX: 'Arlmlv' 􀁾􀀠17..... .. U f..,'WO"" ..... LA: Air 3D.",,",on· i"•.•• ' :'.':',' " Comments: All Conditions
of Sale listed IM!""" apply. Ion: 􀁊􀁥􀁮􀁾􀀮􀀡􀀱􀁌􀁬􀀲􀀦􀀮􀀻􀀻􀀰􀀰􀀵􀁾______..JPrice valid throunh: Januarv 19 :ro05 Pnco in""""", 01:1$2.00 ner \lard Conditions of 1I,Ie -PRICE INCREASE:
Th .... will be a $2.00 per yard price 􀁩􀁮􀁾..._ on January " 2005. MIl'IIMlJM CI1AllGE: 1·112 YMds DEliVERY FEE: 575.00 fur qulllltidcs under four )'lIllI.. This dolmoy fa: Will.lso
"PIlly when the ron=!!: mjum.! for the job is under onlercd ••d an Ilddihoo81 dc1ivCT)' i, roquitcd. STANDING TI1IIF.. Pure""" wit! bo all"""" 11m min."" I'cr..ch ,/lTd with. m""imulllorono
boutpO< lood. Doloy.! ....cd by the <_met ""'" this Umo 'I'ill be oI1I.TP<latlho tat: oUllO.QQ per hour (or $%.00 pormlnu1l». SllInding tima i> prolllt,d. SPECIAL ORDERS: Due to the
tact that an special mixs requIre 􀁡􀁤􀁾􀁴􀁩􀁯􀁡􀁡􀁬􀀠time (or Io:ading <I.tld unIoadln.c, tMse orden; wiD be chatged fbr the amount Gf concrete ordo.tcd. EVENINGS (5 I'M or I.",) DIId
WEEKEI'ID CALL OUTS, $125.00 per bouz st:u!lng with the rime cur Conc....... Mohil. lea""" o ••plant ""til it returns, pi", normol aharg" ..r;.l<d.3llou", minimum (S37S,OO} per call
out. CANC£LLATION' NOTICE & Cl'lAR.GES. Spoci.1 oro"", '00 ,.11 ••, .r<!"",l'C'Iuirc 24-bour .""""lIati01lnatic•• Cancellati•• within 24 bours .rpou. wm ...ulti.......II.rioo filoof$200,OOperll1lc'"
SHOW-tJP REI $100.00 -lh eon......·Mobil••mv.,. hi tho job.ite .nd ",,_I pour oon",,",, (for any ....on}, • ,how-up fee will be charged, Accepted by: 􀁐􀁵􀁲􀁥􀁨􀁾􀀮􀁲􀀮􀀬____________________________
DalB: ______ 
88/23/2884 89:22 9722437913 OLDCASTLE APG TEXAS PAGE 83/84 i , CONCRETE DESIGN WORK SHEET CcnIr'lCtor; 􀁔􀁟􀀵􀁪􀁡􀁮􀁤􀁾􀁲􀁤􀀠COIIntv; 􀁾􀁉􀁡􀁳􀀠Proloct Addison AirtlOrt contmlfi Location
Dale: SIZ3IZOO4 DeoIgnil: TX7ll65A Cl3": CLASS "K" Modlflod Plont euatorn-Crata AGGREGATE CHARAOTEFIISTIOS, Sp,Gt, Fin. Aggr.g.t& (FA) z.G4 Coo",. As!l!\lllate CAJ 2,76 DESIGN FACTORS:
c.."",nt Fa_ (CF) 6.11 Cos"", Agg"'9ets F.ctor (CAF) SSDUnltWl LbslCuJ't, %Solids 108..7 u.s 11h1.5 60,0 oaek4 ):!tl:reutlic 􀁹􀁾􀁲􀁤􀀠tlfconcrete: 0,69 Wetsr Cemenl Rd"(WeR) ..8 gal.
petA,ek of cemenl r----"iijiTi':iii1ii'ffiiiR----.,AIr Foetor. 6 % ""...nt Fly Aeh: Olio Sp, Gr,(Fly 􀁁􀀮􀁾􀀩􀀠 "'"_-=" 6,5 :U 1.S • • ..;es 0,000 Volum. Enlroihod Air 􀁙􀁉􀁯􀁉􀁤􀀮􀁁􀁾􀁆􀁡􀁥􀁴􀁯􀁲􀀠4
,154 0 pft:l'tft;;;W.tcr+ A85 T 0,640 o,:z4$ 'A47 1,314 Fin., 􀁁􀁾􀁡􀁴􀀺􀁥Feclof"!' 8.5 􀀱􀁾􀀱􀀴1.1{f1 82.5 x 2,76 K.IMS -I'-=-------j 260x 1.00 •9.940 U".00 KgtM:I Qx 0.000.000 0.00
6.5 MilS x 3,10 611U 0,"" 1.374 11501.070 62.5 ;x 2.64 116,94 U TOTAL. WEIGHT. 􀁾􀀠Kg''''''' 335 TMo. Unft welgJtt 􀁾􀁴􀀽􀀠H!i.l: 
08/23/2B84 09:22 9722437913 OLDCASTLE APG TEXAS PAGE 1114/04 CONCRETE pESIGN WORK SHEET SSDUnllWt AaaREOATE CHARACTERISTICS: S .Gr. U,slCu.Ft. % SQlids SOURC!! 2.84 f05.9 64.1 Trilli
M.",r1aI.· 1S0$710 Coahle A Hi! aiD CA 2.76 101.3 9,9 TXI Gr2doll3· 0050445 Waler: TXIT 1$9$;::1 NlA A4mlx\!.lre, Euelld NW • 109aTT Ad...tura: eUclid Alrao· 10$977 DESIGN FACTOR.$;
Comant Faclor (CF) GoS ...... per cubic yard ,,1_....10C"""'. AggAlg1Jllo Facmr (CAF) 0.69 Water Cement 1'1.110 (WCRl 6.0 gill. por Hek of eamont 􀀧􀁪􀁪􀁉􀁔􀁩􀁩􀁩􀁩􀁩􀀧􀁩􀁃􀁲􀁲􀁯􀁦􀁌􀀮􀀮􀀮􀀮􀀡􀀡􀀡􀀡�
�􀁓􀀺􀁴􀀡􀀵􀀮􀁾􀁬􀁩􀀡􀀡􀀡􀁾􀀺􀁷􀀮􀀮􀀠AlrF_ &0% IE"",....! Fly AIIh: 􀁾􀀥􀀠
0a/23/2004 09:22 9722437913 OLDCASTLE APG TEXAS PAGE 01/04 APClTelCaS. lno. TOTAL PAGES 4 (INCLUDING COVER SHEET) TO: COMPANY: FAX#: FROM: TELEPHONE: FAX: Ref: Thanks for the business.
Sherman Texas Standard 214-330-5254 Chip Conrad 972·243-4466 Ext. 106 972·243·7354 Submittal August 23, 2004 
08/23/2004 09:22 9722437913 OLDCASTLE APG TEXAS PAGE tl2/04 CustMl GnlItQ 20;;;0 JOG _ Rd Calla•• Texas TS229 llT2-Ifl&.e13' 972-24:;.7913 Fax Prh;e Quotation DalD: Atk'1ll$t 23. 􀀲􀁾􀀰􀀴􀀠..Cuatomer
Namo: T....$taiidanl. .. 􀁾􀀧􀁦􀀮􀀴􀀺􀀢􀁳􀀮􀁯􀁾􀀺I'''''ne: ..Address: 􀀲􀀱􀀢􀀬􀁾􀀵􀀻􀁉Fox:5524 '_lterReI. Citv. Stale: OuncanVmu.Texas PemonQuoled: Shennan ' ,," . " ,t;IfdfOOtIAlrocrt
.P"')oct Name: Owner. Address: Elandln co: C!!V: Addison Bid Date:Dalla,Counbt. Star! Date: 􀁾􀀽􀀽􀁝􀁩􀁾􀁍􀁩􀁏􀁣􀁾􀁄􀀽􀀢􀁙􀀮􀁾􀀮􀁭􀀧􀁬􀁯􀀻􀁾􀁮􀂷􀁴􀀺􀁤􀁯􀁬􀀭􀁬􀀺􀀭􀁾􀀧􀀧􀁉􀀧􀁬􀀨􀁾􀁾􀀬􀀧􀁾􀀧
f-28 􀁾􀁾􀀠If----!:: s..,,, : 1112" SoU!'Oe: COners.. sand 'Il( ,.I': .. 255 flO, ..........,. Ariml., IdI􀁐􀁾... po:d:=,"iX;:l-11-_!!ucl=$1M 30 􀁬􀁾􀀠;:::-MO􀁎􀁗􀁏􀁟􀀫􀀭􀁟􀁾􀁾􀀠 Nottr
l'lieo••ro F.OJl••ob 1!l1e, 1...tax" ••d appll ..blo <11&1'1..11_ bolow. Cornme!lts: All Conditions of Sale listed .... Iow apply. I'rice .aUd throu,h: January 19 20 Price inorease Of:IS2.00
"... Vi!lrd on: Jenuarv ',.,2E.\O!l!OO"-______..J conditions of Sale "PIIICE INCREASE: Tho", will be a $2.00 po.yard prica inc","'" on JanualY " 2006. MINIMUM t:BARGE: 1-112 Y.rds DEUVERYFEE:
375.00 Wrqumtitics under rourJ>rO•• TIll> dcliV<:T)' 6:cwm .13. "I'Ply when lb. cone_req,i"'" for thejobu ll!lOetonlered and •• additionai delivery is l'OtJuitcd. . STANDtNG T1ME.l'Irn:h"¢r
will bilaUowOd ton min.t", Wr oaoh J>nl witb .""","""", of 0110 boutp¢r lood. Del.". .au!" br lIIe eu$lOtt\et ."'" this tlm. will bo 􀁾at !be rat< .r$llMQ per hour (or $%.00 permlnuw).
Slanding lime is prorated, SPECIAL OlIDEIIS: CU. to lb. r... thot ,11 ",..w rnl_ '"'1"ite: .d<lJtl_l time Iilr l..d!ng ,ad ul1loodlng, the!:. ord... will be ob.,ged ror tho amount of
concrete ordered. EVENINGS (5 PM or lator) and WEEK!Nll CAIJ-Otrrs: $125.00 per houutamng with tho tim. our COnc.....Mobil.I......urp!>.! ""til it mum" pill.' ••"".1 ohl'8'" ..1istOd.3lJ"tl"
fiI;n"","" ($37$.00) por callout. CANCF.I.;(.ATION NOTICE II< 􀁃􀁬􀁬􀁁􀁒􀁇􀁾􀀬􀀠Spcciol oroc,".oo c:oll oul ornm ""lui.. 24.&ou, cftne<U.don nori... C..cellalion within 24 bours .fpour
will ,,"ullin ......II.tion roe ofS:!OO.OOpettruek. Accepted by:I'ureh...". ______________ 0..10: ______ 
B8/23/2BB4 B9:22 9722437913 OLDCAS1LE APG TEXIIS PAGE B3/B4 CONCRETE DESIGN WORK SHEET 􀁄􀁅􀀤􀁉􀁾􀁎􀀠FAGTOR$: cament Foclor (eF) COB"'" Agg"'gBt. Faclor (CAl') Woler Cement Rafto (WCR)
Air Foetor. 6 % Pe"",nt Fly Ash: FA OA W.t." Cement FlvAoh: AUmb<(!J... : DQsIIOS: Oosaoe; O_e:8.5 .acl<. p.rcubloyord of_.....r. ••69 SOURCE Trlnltv Materi.l. -1805710 '!XI Aero.ate<
-0050445 cnv 010011•• TXI-T.o.I-99321 Walhl.., 0% Eiuelld AGN200" 1OS877 4tl oz/sk Suclld AIr 30 -1OS877 0. ozlsk euClid rffl· 109877 4 oz/sk S60 UnltWt AGGREGATe CHARACTERISTICS: s.:
Gr. Lb<IOIA.Ft. % Solid. 􀁆􀁉􀁮􀀮􀁾􀁉􀁥􀁉􀁆􀁁􀁬􀀠Z.G4 108.7 &5.9 Coo... Ac,""cate rCA 2.76 103.5 60.0 4.8 g.l. porsack ofcomont r----1Uffiiiii1AC:TOR----, 0% Sp. Gr.(FIy ""h) t;I' YIold·
Vel. C,I. • i.1G; 02.5 x 2.le !.It 7.6 • O.!1<W x UIO lleIWml'PttC.F. • MOO x 0,00 '.445 x 3.10 • VoIum.l!!lln>lnod Air YlWIxAlrF_ 4.154 D..... • SUI'I'Imatlon 0485 + 0.140 0.24Ii 1.374
2/147 un 􀀸􀁾􀀶􀀠:;r 2.64 d'. !,t.S,I!,7.U ZM.50 e.• KslI/IS 1914 AC.OO 0.00 94 B Ks/M3 U Kg/M3 6.5 KglM3 260 0 611 176.9-4 6.5 1150 TOTAL WliImiT lit Ks/M3 w 2l!3S TbeQ. Unit Wftlsl1t
lhIIef; MU 􀁾􀀠.<as0.000 I. F;"'AQQ\1OI/mF••tote .1.!lU. 
09/23/2004 09:22 9722437913 OLDCASn..E IlPG TEXAS PAGE 04/04 CONCRETE DESIGN WORK SHEET DESIGN FACTORS, Cemont Pctal' (eF) 6.6 •••"" po, CIlb1.)<Wd ol'cohttote Coo.... Agg",g.to Faolor
(eAF) 0.69 AIr Foetor' P.....n! Fly Aah: Waler Comen! RoU. (WCR) 5,0% 1.1% 
Oate: 20-Aug-l>4 CII,nt: To.., Slandal'd Construction Project: Addlton Allport -Fuel Truck Pavement Repair Mdlson, TeXO$ Materials, Coment ASTM 0-160, Type 1111 FIy••h; ASTM C-<!15.
Clas. F C.....Asg.: ASTM C 33, 1'-#4 eru.hO<l Stone #NlA Fine Agg.: ASTM 0.33, Concret. 8.11(1 Admixt.""" ASTM C494, Type Aor 0 ASTMo.260 1 Cubl. Vartf ByWOlpht • SSD U•• MiX No. 9994
(CLASS 􀁾7 SK FA, WR, AIR) St.....glh @28 Days _0 p.l Air Cement 528 lb. Fly Ash 110 lb. Cos",. Aggregate ZOOl Ibs Fine 􀁁􀁾􀁾􀁬􀀧􀀤􀁧􀀮􀁴􀁥􀀠974 lb. WalOr 280 !be Admlxlvre Wate, Rodu..,
25 􀁯􀁾􀀬􀀠􀁾􀀠 9.J.= Tot&! Welgllt 3891 lb. UnllWeluht 􀀱􀀴􀀴􀀮􀀱􀁾􀀠pel WICm RlItlo 0.44 Fly A$h Repl...men! 17% _mum Tomporalul9 95 OF Slu",p 3-6 inchM Entrained Air 3-6% 􀁌􀀱􀀺􀁜􀀶􀁭􀁑􀁾􀀠M..ri«f
I: Company Qu.rarrtu8 the .bcwct ml)( dealgn will ac.hleve the sP"ffitd mnvth 'IfflKIn tnWd 'nd tv.luated iii 'Swonlillnce with ASTM 0112, 0311 C!9 and OM, and wben the-l'fXlommmflf
,toet:dufA for 9Mcement end 0"'"110 olrllinvtf in ACt 30' tnu:1 ACf 30$ are followed. In aceordlnca ¥11th ",STM OM. LdlrnCFt MtitArilt' Company.haJl rBCtIive a.iI copltm of motlng l'epott.s,
"ltd they "bowd be lom.mad to our QUlltty 􀁾􀁾􀁾􀁲􀁢􀁴􀁜􀁍􀁴􀀠(fa tn·221--86<117) M oom SIt 1I'i8ll.able. fIIllure 10 fOrwanJ 􀁾IAII t!mely faahton 04,0 deiey 􀀢􀀬􀁾􀁮􀁮􀁾􀁭􀀮In ..ling
with c.onl:f'tte concema •• well ..future pl'tljett 'vbJnitta"'. 1l'll$rl\bt d ..fgn eubmtttM. price quote, or m .. 􀁾..,teffic infOtmction (ag:l1-vata propattln, gradl"g', material
eompottlkln, or eMit hlfOrmmon rug!ll'dJnll MatorbJa manufaetutld IrJ I-tttirncrv Mattrf.'" Company) Ie proptfatory and oonftdenHl,l and not to b, e:Mrvd or wllImftb.d In any form to
any pttI:on or OfJanluHon thllt 18 not ""PnrNly aldhQrtzed In writing by • 􀁤􀁴􀁴􀁾􀁤􀀠emer,1 of LsttImora M_rrala Comp;.ny. Arty UMuthoriftd "IM'n or antity in POlttN!lon 01 thl' lnttJrm.UOn
WUl be prgHlC'UtlKl to ttr& fIIlln:t ut9nt of tha taw. BR LaUimore Materials Company ?O.l)""SS! -M.Klnney, T.... 75070.035. (9'n) 221-4646 • (9n) 569-4646 'WW'N.ll'lu:tx.eom 
Dale: 20-l\ug-04 ClIent: TexlI$ St.nd81d Canstrucllon ProJoct: Addison A1!J)ort -Fuel Truck P&vemenl Repair Addison, Taxa$: Mat.,I.ls: Cernen!: ASTM C-160, Type 1111 Flyash: ASTM C-S1B,
Clas& F 􀁃􀁯􀀮􀁲􀀮􀁳􀁥􀁁􀁧􀁾􀀬􀀺􀀠ASTM C 33,1".#4 Crushed Sicn. Fine Agg.: ASTM C-33, Conore!. S.nd AdmixtUl'll" ASTM C 494. Type F ASTMC.260 1 Cubic Yard fly Waigh! • $$1) NUX No, 9139
(8 SK.sPAIR) glra'gIII @24 Houro 3800 PSi IIlr Cemeflt 􀀷􀁾􀀲􀀠Ibs 0 lb. eo..... Aggregate 1850 lb. Fin. Aggregate 1120 Ibs Wii\o, 250 Ib$ Admlxtu", Superpla&llolr<>r 90 ozo ali! Tolel
Weight UnllWolgh\ 147.10 pol WICm Ratto o.aa Fty Ash Repl.""",••t 0% Maximum Temperature 95 'F Stump 8-6 Inch•• EntraIned AI, H% Le;ttlmOte 􀀢􀁡􀁴􀁴􀁦􀀧􀁩􀁴􀁾􀀠C6mPfJ'l)' liUIVJntwa
the.tbttvi& mix dAiUn win IIthleve the _pKltlltd "'ng1h Mum tsMed end evahmted Illeacardanoo wttt\ ASTlI C1n, OJ", C:)9.ancl C$4, and whtn tht f'Kommanded pl'OC9dllf'N for pJacemvnt
end "ring cutilnsliin Ac. SOli and '&OI:Soe 􀁬􀁲􀁥􀁾􀁬􀁉􀁯􀁷􀁥􀀺􀀡􀀮􀁦􀀮􀀠In 􀁾􀁲􀁤􀁡􀁦􀁴􀁃􀁴With A$lM CV<4.I.d.imonl Materialo ComPIU'Y e'lldl moohlfl aU copJea of t.tmtlng fe:pOrta.
end they ehcuh:t be forwarded 10 our 􀁑􀁾􀁬􀁩􀁴􀁹􀀠COntr04 v.p.rimet lfalr; 􀀹􀀷􀀲􀂷􀁴􀀲􀀱􀁾􀁋􀀴􀀷􀀱􀀠a5 eoon eu 8VItUlI,bIe. Failure: to forward ntpom In a timet)< fQhlOl'l. can d8'JIY
fMpcrp:. tim. In dNlin; with concrete cone.rm .a wall 111 Mure pr.o]&et ."bndbkt* 'this mIx, dation $ublnitUI. priC9 quote. or mlkrial.,.=tHo Infonnatlon (aggl'llJa14 propenJu. gr.adlng,
tnatoffll campoalflon, or other Intonndon Ng.n(lno mlt.MW manufactured by Lattimore M.tarlala Company) is tnopr;,wy end ccnftdlmd.1 and not to be thm.d Of lti:nlmftt9d in ilny form tn;my
pDl1mn .or organtzmlon that it not ItXpr",ry Gthorized In wtttlng by " dttrgn.lflI OI'ftC1ll\ Of 1.aUimotO 'MMonltr" 􀁃􀁯􀁭􀁰􀀻􀀬􀁭􀁹􀁾􀀠Any unliULhort:t..a pe:!'IC1i (# ontity In pourass!on
of ttlll illfannlltlon will be proa&C\ltftd to tho Mlttt G;Xt&nt or th& lew. BR Lattimore Material> Company P,O. Sox 556· McKlnn.y. T ...... 7S07!).()SS6 (912) 􀀲􀀲􀀡􀀭􀀴􀀶􀁾-(912)569-%46
\VWW.lmt'bt..wm 
//' /' /":.􀁾􀀷􀀠• ":;-Trial Batches -20% F Fly Ash, WR. Air 8000 ;;.:::3 70001 r \ 􀁾􀀠Mixtl:9994 7 Sit, 20% F Ash, WHo Air 6855 psi @28 days --l6000 ;; m ; /􀁾􀁾􀀠7􀁾􀀠sooo 􀀫􀁾...
:7m 􀁾􀀠􀁾􀁾􀁾􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀁾􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭:l!!􀁾􀀠4000+o o . I -+-4.5 Sk, F Ash, WR, Air 3000 I ___ 5.5 Sk. F Ash, WR, Air f-----J ......6.5
Sk, F Ash, WR, Air --7.5 Sk, F Ash, WR, Air 2000 I ,. 3 7 28 56 561720% F Ash..,air.xIs SlrengthChart 
18 19 20 ISS M.1\in LaI<. as ,03 122 141 
Laboratory Trial Batches -No Ash, U:RWR, Air BellO 7000 ! Q 6000 I.e I I,i Sool} ,!: Ul 􀁾􀁾! 4000 !r <> U 3000 g>., ...'" ... ... « 1000 l IlOGO I ! I , , o f--Mix 9139,8 Sack ..........
7 7200 It:r 6640 􀁾􀀠6180 I e 􀁾􀁯􀀠I• 5590 5480 5260 J.. 4820 '+.JfV • 3700 .--: ---""'1 day-&-3 days-tilt-7 days-􀁾􀀲􀀸􀀭􀁤􀁡􀁙􀁳􀀠470 S64 658 75% 846 Total Cementitious Weight (Ibs)
LMC-BOFA,04252003 Slrengfu2S 0612312003 
9139Field Test Data Mix No. Basis for Selection(748) Contracto)": McMaboa Contracting Data Updated, 05116103 AC1318, Tabl. 5.3.2.2 Pr.ject: Belld.tta Creek D..1gn Slreng'" r., 3000 p.1
Mod. StandardJ)lWillt1on! 1200 psi Ro...oke,T.... Da.. llep .... euls: '1'..", R'quJ",d Str ••gth 􀁲􀁾􀀬􀀠4200 p.1! Labor....ry' HBCrr.""con Avg, S!pmp: 􀀵􀀬􀀴􀁾􀀠AYi, AI<% 4.30 AV1!ra,e
Strength: 771.0 psl Cone. 7 Do:!:D"t. a I!a:\: CO!!lI!I!••lve S11!!!l!!h Data ZUlay 28 Day # Date Slwn Air'Yo 3 Day CU 7Av Cyl.l CyU SetAv AV J3 Ran e SI.D.'I', RUQ.Ayg. 1 I2IW02 6.75
3SQ 4520 5470 5470 8320 8180 8250 140 USC 2 12116102 7,00 3.70 5740 5950 5950 8680 8560 8610 120 262 8440 3 12116102 5,75 70 4.20 5540 6lisO 66S0 8290 7990 8140 8340 300 251 8340 4 12117/0;1
5,25 74 3.00 5410 5410 8500 7910 8210 8320 590 􀀲􀀱􀁾􀀠8310 􀁾􀀠0210103 4.00 67 5.50 SllO 6060 6060 7350 7410 7380 7910 60 454 8120 6 02113103 5,00 69 5.00 5470 5690 5690 6800 7090 6950
7510 290 627 1930 7 02113/03 5.00 69 '.50 ,640 5840 5840 6780 6870 0830 7050 90 706 7770 8 0312:Y03 4,t)() 74 4,20 5110 6410 6410 7330 7410 7370 70S0 80 669 7720 9139 􀁾􀀠Henrietta CrGGk.xl&

Lattimore Materials Company 1700 Redbud Blvd, Sutle 200 McKinney, Texas 75069 972-221-4646 (main) 972-221-9647 (fax) www.lattimoremateriais.com Date Sampled: Gradation Analysis for #57
Coarse Aggregate' ASTftII C29, C33, C117, C1.27 & 075 15..Jul-2004 Sample: . 1" x#4 Date ran: 20..Jul-2004 Source: Bridgeport ,.; Total dry wt: __..;,.G1..,;.. ...;.36:...-_'bs. Location:
Current---...;...;..-----80% 60% 40% 20% 0% . ,...----. 10 0.86% 􀀢􀁾􀁾􀀠_. ., .., -ff : ill .. ,/iI' ---j ---= % Passing r :.......... Minimum f-V-.-... /... 􀁩􀀢􀀧􀁾􀀭􀁍􀁡􀁸􀁬􀁭􀁵􀁭􀀠_.J
0.100 1.000 : 10. 00-20.,9. Sieve Size (In.) Absorbtion: Decant: 0.44% Specific Gravity: 2.68 Dry Unit Wt: 103.43 Ib/i'f􀀭􀀭􀀭􀀽􀀮􀀮􀀻􀀺􀀮􀀻􀀻􀀮􀀻􀀮􀀮􀀻􀀮􀀻􀁾L.A. Abrasion: 26 100% 
Lattimore Materials Company 1700 Redbud Blvd, Sutle 200 McKinney, Texas 75069 972-221-46413 (main) 972·221-9647 (fax) www.lattimorematerlals.com Gradation AnalYSis for Fine Aggregates
ASTM C29, C33, C117, C128 & 075 Date Sampled: 19..Jul-2004 Sample: . Spec ., Date ran: 21..Jul.2004 Source; Dentori Blend ,, Total dry wt: __.:.74..:.::6::.;.3:-_ grams Location: _......:C::;:u::,rre
:.:::;n::,t__ Fineness Mod.: 2.94 Sand Eq.: 88.1 Specific Gravity: 2.64 Dry UnitWt: 108.42 􀁉􀁢􀀯􀁦􀁴􀁾􀀠Absorbtion: 1.20% 
Af,Entraining Admixture i CHI-ORIDES % <0.1 DESCRIPTION 81ks AEA-15 admixture Is a liquid .olu· . tion of concentrated organic materlals.lt has been formulated and manulactured specifiaally
Iq provide slable and pre· dlOtable all contents In concrete, with ontform air bubble spacing t[uoughoul the concrete matrlx. 􀁓􀁬􀁾􀁡􀀠AEA-i5 meet. the requirements 01 ASTM C·2GOfor
.Irentralnlng admixture. andAASHTOM.154 APPLICATIONS Sik. AEA·1S can be used whenever alr entrained conorete is desired. Readymix, precast and blOCk prOducers can all achieve optimum
entrained air content$, eV$n where harsh mixes are used or fly"sh Is added 10 the mix, ADVANTAGES Air antrainment ts recognized as the most effective I'revention agalnst concrete 􀁡􀁯􀁡􀁾􀁮􀁧􀀠ro
exposed envIronments. Air entrained concrete delivers particulor benefits in the form of Increased oonorete durability. This Is Important In colder eltmates where frost and freeze· thowcycle.
oan cau•• scaling and damage to the concrete surtace. Air entraIning agents help to prevent seaUng by creating millions of micro. scopic air voids, allOwingwaterttapped In the concrete
to expandVt'hen the􀁣􀁯􀁮􀁣􀁲􀁾􀁴􀁥􀀠freezes, thus preventingcrackscaused by natural expansion, EntrainBdalrvolds In (he concrete wtll alsoincrease durability in harsh environmeots where
concrete Isexpossdto 􀁤􀁥􀁬􀁣􀁬􀁮􀁧􀁾􀁡􀀡􀁬􀁥􀀬􀀠marir'les-ak$and sulfates. 􀁗􀁯􀁲􀁾􀁡􀁢􀁩􀁬􀁩􀁴􀁹􀀠and ploc.ability are also improved by the lubrloatlng aclion of the mlcroscopio bubbles
In the ooncrete. Concrele will flow better, 􀁾􀁮􀁤􀀠bleeding and sMnkage will b. reduced beoause I...water Isneeded to obtain Ihe desired workability. HOW TO USE DOSAGE Addition rales,,"lIv8IYdependl
ngon !heair content ,equlred for aparticular projec!. Typically airoontentsv.ill b.spaciHed In th. range of 4 to 8 percent byvolumQ_ 􀁏􀁾􀁨􀁥􀁲􀀠factors that may ::..ffe¢t the amount
of air entfalnedlnfothaconcreleinclude. butar. I'lOtlimi!ed10,C<lmemCOiltentand type. sand gradation, tamperatureand watercontent. 􀁓􀁬􀁫􀁡􀁲􀁥􀁣􀁯􀁭􀁭􀁥􀁮􀁤􀁳􀁴􀁨􀀮􀁴􀁾􀁩􀁡􀁬􀁭􀁬􀁸􀁥􀁳􀁢􀁯􀁴􀁯􀁳􀁴􀀮
􀁤􀀠whenever matertal or any other changes are made that may aftect the amount Of entrained air. Dosage rates for Sik. 􀁁􀁅􀁁􀁾15 will typlcally fall between 1[4and 1fl.oz./100Ib!'.
(16 -65 mVl00 kg) of cement to 􀁥􀁮􀁴􀁲􀀢􀀧􀁾􀀠between 4 and 6 pe"",nl alr. Higher alf contents may be obtained by Increasing the dosage (ate. Combination with other admixtures, particu1arlywaterredu
cers: and retarder!;, wlll tend toIncreasethe amounloIenlralnedair Inthemb<. AlrCMlentuhouldbochecked ....tt> WI air-metor alterba!chinganddosage edjuslmentsmadeatlhaooncrete plant.
MIXING Measure the require,; Quantity pel batch manvaily or with automatic dispenser equipment. Add Sika AEA·15 to mixing water or sand. Do not mix with dry oement, Whenusedln combinationwith
other TYPICAL DATA FORSIKIl AE4 19 AIT'" CERTIFICATION C·'SO Air Enlraining Adml.,ure. COl-Oil Brown SPECIFlCGIMvrrYr;m1 1,02.,o.aZ pH >8 e.dr:nlxtures: Care must be taken to dis. peMe
eaoh admixtur. separately IntoIhe mix. PACKAGING SlkaAEA-15lssupplied in55 gallon (208 liter) drums and bulkdeilvery. STORAGE AND 9HELFLIFE Sika 􀁁􀁅􀁁􀁾􀀱􀀵􀀠should be .tored at above
35'F (2'C). If 􀁦􀁲􀁯􀁾􀁥􀁮􀀬􀀠thew and agltale thoroughly to return 10 Its normal state befer.use. Shelf 􀁾􀁲􀁥􀀠when stored in dry warehouse conditions between 50'Fand 8O'F (10'C27'())
is 1ye.rmlnlmum. CAUTION Skin and eye 􀁉􀁲􀁲􀁬􀁴􀁡􀁮􀁾􀀠avoldOOlltact. The US9 01 NlOSHIMSHA approved respirator. safety goggl•• and ruober gloves i. r\lOommended. Avoid breatnlng product.
Use with adequote ventilation. Remove con· tamlnatedclolhlng. FIRST AID Wash skin wllh soap and water. In c.'e of eye contect, flush wah water for 1S minut••; eontllcla physiCian, WashClothIng
bele (e·us•. CLEANUP Contain and collect with ab.orbant m .... terial. Dis""". of In accordance with local. stale andfederlli regulatIons. 
119iPlastocrete® 161 Water RedUCing Admixture (Type A)ISO 9000 .rIiIJ ® I'ESCI?JPTlON Plas10crete 161 is 􀁾polymer-type watsrreducing admixture, Plastocrete 161 contains no chlorides,
􀁆􀀧􀀱􀁾􀀮􀀡􀁯􀁣􀁲􀀢􀁴􀁥161 meets the reQuirements ofASTMC·494TypeAandMSHTOM194 Type A, APPLICATIONS Plastocrele 161 is recommended for use In all applications where high quality concrete
with superior 􀁷􀁯􀁲􀁾􀁡􀁢􀁩􀁬􀁩􀁴􀁹􀀠and normal setting times is required, HOW IT WORKS Plastocrete 161 wafer reducIng admlxture provides an economiCal eM highly effective means of
reducinB the amount of mixing water required to prodUce con· crete of a certain slump by acting as a dispersant for 􀁾􀁥􀀠cement particles In the mix. • Through thiS dlspor;lng action
moro Of the surface area 01 the cament pa.rtlcles is available for early hydration, The more cement pal1lcla. hydrated by contact with the mixing water, the greater the ccmpr".,"ve strongth
of the COncret,,· ADVANTAGES PlaS10Crete 161 ie formulated as a Type A water reducer to allow 7 -10% water reduction and maximize tt"le benefits Of Increased hydration In bolt, the hard·
ened end plastic states. BENfFfTS ... Reducad water CQntant required {O achieve deSlreo slump, Increaaes compressive and flexurel strengths and allows the use of more economical mixes.
.. Conslsrentnormalsetting timesthroughw out the tecommended dosage, .. Lower water cement ratios provide decreased permeability and Inoreased durability: Comllinetlon With other AdmlXtufOl):
PlaSlocrete lSI wolk. effectively as a olngl& adml)<ture or In combination with other admix1vres InlheSika S)",lem. Whan air entrained concrete is specifIed, Sika recommend.tM useOfSiKaairenll'aining
agento, HOW TO USE DOSAGE Addition rat ••oI3-6 II. oZ./1 00 Ibe. (195 -390 mUl00 kg) of cement are recom· mendedlotgeneraloonolete.ppllcaHons where oormal setting c!taracteristlc8 are
desired. MIXING Plast""rete 161 isadded atIhe concrete plant MeasurereQulredquantity manually or by automated dispenser. Add into the sand altha weigh hopperorlnto thewater IIneatthe
batch plant When used In comblnaffon with oll1or ad· ml>mlres. car. mu.lbe token \0 dlspen.e each admixiureseparal'l"lnto themix. Do not mix with dryoement. PACKAGING PI••tocrete 161/.
􀁳􀁵􀁰􀁾􀁬􀁩􀁥􀁤􀀠in SS gallon (208 liler) drum. and 􀁢􀁵􀁬􀁾􀀠dollvery. STORAGEANOSHELF·UFE PI••tocrete 161 should he storedat above 3S'F (2'0), If froZen, thaw and agitate tho""'1lhlylo
returnID norma! stale before use, Shelf ilia when s\orod In dry warehouse conditlonshetwsenSO'Fand 61l'F (1 O'C· 27*C) is' one yeermlnimum. CAUTION Skin andeyeirntant; .void oontact
􀁾􀁵•• of NIOSH/MSHA approved rasplrator, eafetYooggles and rubber gloves 􀁩􀁳􀁲􀁥􀁣􀁾􀀠ommended. Avoid breathing product. Us. with adequate "anIUalien. Remove can· taminated ololl1lng.
F/RSTAIO Wash skin wlthsoapandwater, In c::asq or eye coritact. flushwilhwaterfor ISmlnutes; contacts physician,􀁗􀁡􀁳􀁨􀁾􀁬􀁯􀁴􀁨􀁩􀁮􀁧before fe-use. CLI!ANUP Contalnandcollectwithabsorbentmalerial,
D!spose ofIn accordance with local, state-and fedgral 􀁲􀁑􀀹􀁵􀁬􀁡􀁾􀁯􀁮􀀤􀀮􀀠TYPICAl Oil Til FOR PlASTOCRHEi 1[01 IIsmCERTlFlCA.11ON ASTM 0494 Type A COLOR Brown .. Improved pasla quality
makes ccnfil'fiCIRC GRAlIlTY g/lrrI 1,17",0.05 crete easier to pump and 􀁾􀁮􀁬􀁳􀀯􀁬􀀮􀀠pH >8 CHLORIDES" <0.1 : 
,,}" .,::.' 􀁾􀁦􀀢􀀧􀁴􀁪􀁭􀁥􀁮􀁴􀀢􀀠􀀻􀀺􀀧􀁾􀀮􀀺􀀧􀂷􀀬􀁾􀁴􀀬􀀺􀁾􀀺􀁩􀀺􀀮􀀻.. 􀀺􀀮􀀻􀀬􀀺􀁾􀀬􀀧􀀺􀁾􀀢•.:. ",' .,,', .... ,,',',' <" 1K!i , ':", < 􀀮􀁾􀀺􀀺􀀮􀀠, ::, : ',. Wafer Reducing
and Retarding Admixture (Types J'!I 8< DJ DESCRIPTION Plastima-nt is a water .. reauCing and retarding admixture, P!astimen1 conlains no calcium chtoriCie or any other 􀁩􀁮􀁴􀁥􀁮􀁾􀀠tionally
added chlorides. Plastiment meets the requirements of ASTM C-494 Types Band Dand AASHTO M194 Types Band D, APPLICATIONS Plastiment is recOMmended for use whenever high QuaHity concrete
with predict. able and controlled sel limes is desired. Use in flat'JJork and horizontal or verticar sllplorm placemenls where a superior surface finish is ,equlred. AOVANTAGES Plastimen!
is hlgh!y etJ.<;tlve In hot weather 􀁣􀁯􀁮􀁣􀁲􀁥􀁾􀁮􀀹􀀠to offset the 􀁡􀁣􀁣􀁥􀁬􀁾􀀠etatlng effects df.high ambien, temperatures by controlling ,the heat 01 hydratton. Concrete vmrkabiJity
is enhanced and a superior surfae€ fjrllsh Is obtained. Ii!i:Ni:FrTS '" In ma.ss concrete pours Plastimen' controls temperature rise and reduces tha riSk Of thermal cracking, '" !nilial
set time! are delayQd. allowing time for proper placemenl and finishIng without cold joints in hot weather conditions. ... Plastiment ineraasas concrete density and delivers Increased
early and ultimate. compressive and flexural strengths. .. For fiatwork applications Pta.liment acts as a finishing aid, workability Is improved, bleeding isconlrolled and a superior
surface finish is obtained. " Lower w/iler cement ratios provide decrea!SedpermeabilltyanOincr,ased durability. Comblnall"n with "the, AdmIxtures: Plastiment works effectively es Itt
single admixture or in combination with other admixlures In the Sika System, HOW TOUS£ DOSAGE Additiop rates ot 2 -4 fl. oz./100 Iba. (130-260 mlnOO kg) cament are recommended for general
conc{atfl: 􀁡􀁰􀁰􀁕􀁣􀁡􀁾􀀠􀁾􀁩􀁯􀁮􀁳􀀬􀀠Where extended retardation is required do.sagemaybeincreased, Please conlacl your local Sika Representa,lve for Information and assistance. MIXING
Add Plasllmenl at the concrete plent. 􀁍􀁥􀁾􀀤􀁵􀁲􀁴􀁬􀀠requil"tld quantity manually or by automated dispenser. Add Into the sand at tile weigh hopper at into tM watet line at the batch
piant Whon used in combination With O\haf admixtures, care myol be laken to dispense each admixlure separalely Into the miX, Po nOt 􀁭􀁦􀁾􀀠witt, dry cement PACKAGING Plastlment Is supplied
In S5 gallon (208 llrer) drums and bulk dollvsry. STORIIGt: ANa I;HELF-LIFE Plastiment should be stored at a.bove 30'F (1°e), If Irozen, thaw and agllate thoroughly to return 10 norm.1
Slale before use, Shell lite when stor.d in dty warehouse condinons betweenSO"FandeO'F (10·C􀀲􀀷􀁾􀁃􀀩􀀠is one year minimum. CAUTION Skin 􀁡􀁾􀁤􀀠eyel"ltanl; avoid contact The use 01
NIOSH/MSHA approved respirator, safety goggles and lubber gloves i. recommended. Avoid bleathlngproduCI, Use with adequate ventitatiDn. Remove contamInated ctOthlng, FlRSTAID Wash skin
with soap and water, In case 01 􀁥􀁹􀁾􀀠contact, flush wilh WQtBr lor 15 􀁭􀁩􀁮􀁵􀁴􀁥􀁾􀀻contact a physicIan, Wash clOlhlng belore ra-use. CLEANUP Contain and collsctwitnaosorbent material.
Dispose 01 In accordance with local, state and federal regulations. TYPICAL DA TA FOR PLA51IMf'NT ASTMCE1lTIFICATfON ASTM (;-494 Types Band 0 COLOR Yellow/Gleen SPECIFICGRAVITYg/ml 118
* 0,6 pH >8 CHLORIDES % 􀁾􀁏􀀮􀀱􀀠
® Extended Slump Life 􀂷􀀺􀀮􀁾􀁴􀁾􀀻􀀠. . '. High Range Water Reducer (Types A & F) OESCRIPTION Sikamenl 10 ESL IS a high range waler 􀁾􀁥􀁯􀁵􀁣􀁥􀁲􀁡􀁮􀁤􀀠supefplasUciZ9fformu1ated
to provide extended slump me. Sikamenl 10 ESL i•• unique form.lde· hyde.lrae producl baaed on a vinyl co· polymer. !tlsanon 􀁡􀁩􀁲􀁾􀁥􀁮􀁴􀁲􀁡􀁩􀁮􀁩􀁮􀁧admixture that 􀁤􀁯􀁾􀁳􀀠not interfere
with the 􀁡􀁬􀁲􀁾􀁶􀁯􀁪􀁤􀀠system In the concrete matrix. Sikamenll0 ESL doss nol COl'llain formal· dehyde. calcium chloride or any olher Intentionally added chloride. and will not initiate
or promote the 􀁣􀁯􀁲􀁲􀁯􀁾􀁩􀁯􀁮􀀠of Steel present in the concrete. Sikamenl 10 ESL meals Ihe requiremants IorASTMC494TypesAandFandAASHTQ M·194 Types Aand F. APPLICA nom; Sikamenll0
ESLmaybeused as a plant added. ready mix orpreaas!. high range water (aducer to oblain d ••ired plastic· IIy and maintain SlUmp for up 10 tWO hOurS. Controlled set times 􀁭􀁡􀁾􀁥􀀠51.ament
10 ESl ideal lor hOrizontal and v'irtical sliplorm applications. AOVANTAGliS Water RaduOIlon: When usadas. highrang9wal6' reducer up ,0 30% water reduction can be obtained with Sikemenl
10 ESL beea",. 01 the polymer improved cement hydration .fll· clancy. 􀁈􀁉􀁾􀁨Plastlolty, 'fhe superplas1JeizingadionOi Sikamefit10 ESL provldes hig 􀁨􀁾􀁳􀀡􀁵􀁭􀁰flOV/ing 􀁣􀁯􀁮􀁣􀁲􀁥􀁴􀁾􀀠wi\tlexcc
llentworkebililylh>llmaybeplaced with minima,! vibratfon even at very low wi!lter cI;Jment ratio's, Siksmenl 10 ESl plasticized concrele i. highly fluid while maIntaining complete cohesion
withIn the concrete matrix to ellmiruMeexcessive bleeding Of 􀁓􀀹􀁧􀁲􀁥􀁧􀁡􀁾􀀠tion. E.tondod Slump lit.. and $el Control: Slkamonl 10 eSl has been lo,mulaled 10 provide conlrolled and
predlotable ex· lended slump liIe lor perlces 01 60 to 120 r'T1im,l:es with norm;aj set times. BENEFITS Ti'\e combineo I"ll1h UI(IU8 water mrJI)C· lJon £lOU tiUDcrplt)s1i<:iting action
uf 􀁓􀁩􀁾􀁡􀁭􀁥􀁮􀁬􀀠10 ESl provide the lollowlng benefi1s in hardened conc..;re\e: .to HighEr i':fClrly comprQssive strenglfls for 􀁥􀁾􀁲􀁬􀁴􀁥􀁲􀀠removal 01 fQrms and sttuch,lf,,1
use oj concrete. ... Higher ulllm.le Slrengths .1I0w lor greele, engineering design 􀁦􀁬􀁥􀁾􀁬􀁢􀁬􀁬􀁩􀁴􀁹􀀠and structural economies, ... Red uCQr,! water cement ratios: prOduce mora
du.rable, dense concre1e wltn reduced perme.bllily. .. Highly enective pla.liclt.,r 'educe, surface detects In concrete elements and Improves aesthetic appearance. Combination with Olher
admixtures: Sikamenl 10 ESL i, highly effeclive •• single admixture or in comblnation with othor admixtures in lho Slka System. Combination with mlu05mca, 􀁓􀁬􀁾􀀮􀁭􀀮􀁮􀁴􀀠10 ESL I.
particularly well 'Suited for use: with microsllica because of ilS waler reduction capability and 9Upefio( slump control. HOW TO USE AOOITION1M.TES Dosage rates wl!l 􀁶􀁾􀁲􀁹􀀠according
to materials vsed, ambient conditions and the requIrements of a specifh:: project. Si"" ,e<:ommends do,age at ,,·20 fl. oz. per 100 Ibs. (390-1300 mV100 Kg) 01 cement for general concrQ'e
applica* tions. Dosage rates outside the recommended range may be used where specialized malerials such as mlcrQ·s!lI¢a, are specIfled, extrl3m€ ambient c(lndi\ions ate enCountered or
unusual projQct conditions requlrespecialoonsideratlon. Please CQrIM tact your Sikarepresentative for more 􀁩􀁮􀁦􀁯􀁲􀁾􀀠matlon and assistance. MIXING For best superplasllclz"g re$ull
•• add 51"amen! 10 ESLdirectlylolreshly mixed concrere in the concre\emlxer al the end Of the betching cycle. Sikament 10 ESL may also be dispensed 9$ an Integral material during the
regular admixlure balching cycle. or inlo freShly mixed concrete In a 􀁒􀁥􀁡􀁤􀁹􀁾􀁍􀁩􀁸􀀠truck at Ihe concrete plant or at the jobslle . To optimize the SUpgrpiasticizing: a!tect. afler
the addition Sikamant 10 ESL Sil.. recommends that the combined materi . als be mlxt;ld for 􀀸􀀰􀁾100 revolutions or approximately 6 minutes! either in the concretli mixer or in the
l=l:eady..Mlx tluck. PACKAGING 􀀤􀀱􀁾􀁡􀁭􀁯􀁮􀁴􀁬􀀰􀀠E8l is evailablein55 gallon (206 liter) drums and bulk dellv"",. STORAGE AND SHELF-l.IFE 􀁓􀁩􀁾􀁡􀁭􀀮􀁮􀁴􀀠10 ESL should be storea
storea 01 above 35'F (2'C). 11 Irozen. thaw and aglla!e thoroughly to leturn to normal stale. She!! life when Siored In dry warehOuse conoilions belween SO'Fand eO'F (10'e • 27"C) is
one year minImum. CAUTION Skin and eye irrilant: avoid contact. The use or NIOSHI MSHA approved resplra· tor, safety 90991.$ and rubber glove. Is recommended. Avoid brealhing produc\.
Use with adequate ventilation. Remove: contaminated clOlhlng. FIRSTAID WaSh skin with soap and wa.ter, in 􀁣􀁡􀁳􀁾ot eyeconfa,c!, flush wi!hWalGl' lor'5 minute's; contact. physician,
Waehclolhing before ee-use. . CLEANUP Contain and collectwilh a bSOlbent male· rial. Dispose of in accordance wlih local. sial. and lederal regulations. TYPICAL DA fA FOR SIKAMEIIJT
10 ESL ASTM CEflTIFICATION ASTM C-494 Type$ A aMF COLOFi Blown SPEC/FIC GRA Wry 􀁬􀀮􀁩􀁬􀁾􀁏􀀮􀀰􀀵􀀠PH >6 CHLOIlIt1ES % <0.1 
Dale: 20-Aug-04 Cnent T""'" Standard Conott1lc!ion Projecll Addl;on Mport -Fuel True!( Pavement Repair 􀁁􀁤􀁾􀁬􀀮􀁯􀁮􀀬􀀠TelGIs Mate,I.I.: Cemenl: ASTM 0-150, Type 1111 FIy.8h: ASTM
e-e18, CI... F Co.,.e Agg., ASTM 0 33, 1"-#4 Crush•• Stone #NlA Fine Ar!Q.: ASTM 0-33, Con"", .. Son" Admi>rtul"ll: ASTM 0 41l4, 'l)pe Aor 0 ASTMC-2SO 1 Cubic Vert! SYWelghl -SSO Paving
Mix No. 9994 􀀨􀁃􀁌􀁁􀁓􀁓􀁐􀀷􀁓􀁋􀁾􀁁􀀮􀁗􀁒􀀮􀁁􀁉􀁒􀀩􀀠Strength (il2B Daya 4500 pol Air Cement 626 lb. Fly AIIh 110 Ibs Co..... Aggregate ZOOl Ibs Fine Ar!!I'IIgete 974 lb. WatGr 260
lb. Admtxtu'" Water Redu""r 25 00$ AM Total Weight UnllWelghl 144.12 prA WICm Ratio 0.44 Fly .\sh Repl• .,.",.nt 17% Maximum 􀁔􀀮􀁭􀁰􀁥􀀯􀁬􀁬􀁍􀁾􀀠95 'F Slump 3-5 inch.. antralned I\Ir
3-5% LatUmQI'9 Mldert.It Company gUl1tmtelJ8 the above mbt deelsn will ecbltve.ne ",oolfied att9rt»1h wntNtM ,nd tv.lul\ttd 􀁪􀁬􀀧􀁬􀁬􀁬􀀮􀁾􀁲􀁤􀁡􀀮􀁮􀁯􀁥􀀠wl1h ASTM 017.2. 031, CSt
1100 01\4. and when \hf rHOInmtnUH ptOftdloU'M for p)anement end c:"r111/1i outiintd 1n ACI 􀁾Ind Act 30$ 119 fallowed, to loeordtttct with AS'rM CSCt LltWnOI'$ Mawfia[$ Company "hall
BOOtve aU OOJOOo tlftering n!'Porb. lind the)' Ihcnlld 1M fomafdtd to cUf Quality 􀁾􀁾􀁾􀁷􀁮􀁴(fu tn..u1.fS41J al .con M eveUeble. F",lIme to fOrwent ""porte In • timely faehlcm =-n
delay NtpoM. O!'M In dallnt with concrete coftcam at 􀁷􀁾􀀱􀀠•• 1uwlit PI'01e=t allbmittalt. '1lllt Mix dQiQn lIubmtltal. pdQ!! qu0t4. or mlWlal COdfit idfol'nudvm (aggregatu propertfes,
uradlng, material compodion, or Oihtl' il'lfonnwQn ngardlng mlltttrlAlll m-anufuWrtd JJy L«ttlmol'9 Mmrf.It Company) hi propdettry and oonMentlI\I and not to b. _haM or tranlmHted In
en)' tann to a,ny peraon or otganlutlQn that ia. mt ippnJlRlly mtthorl:zod mWriting 􀁾􀀠•••Ign;ded offleltl of LattImore Mt:terlttJ Company. Any unetrthOrtud ""011 or .mtty In po.....1on
of tfllIlnformtt!.I)ft wlll b4t PI'I:IACut8d to the ful,"l Q)(f01'lf of HUlI"". BR LIIttlmOTe Mlt.,l!lI, Company 􀁾􀀮􀁏􀀮􀁾􀀢􀀢􀁓􀁓􀁇􀀭􀁍􀀮􀁋􀁩􀁮􀁮􀁏􀀩􀀧􀀬􀀠r .... 􀀷􀁾􀀰􀀷􀀰􀀭􀀰􀁓􀁓􀁇􀀠(97l);U1-4646
· (972)5694646 www.lMt.tt.eom 
Client T_Sllmdard Conslrudlon ProJocl: Addison Alfport -Fuel TNeI< Pevemen! Repair Addison, T8)(O$ 􀁍􀁾􀁲􀁬􀁥􀁬􀀤􀀺􀀠 Cern.lI!: ASTM C-150, Type Inl FIy..h: ilSTM G-618, 01..., F eeB"",Agg"
ASTM C 33,1'-#4 Crushed 810... fine lIIle,: ASTM 􀁾􀁾􀀬􀀠Con.".te Sand AdJnll<tures: ASTM C 494. Type F ASTMC-260 1 Cubic Yard By Walght -$$0 u•• Psvtng MIX No, 9139 (BIlK ,SP,AIR) Slrong1il
@24 Haul'll 3OO0 pel Air Cement 􀀷􀁾􀀲􀀠lb. n lb. eea... " AgOl'e9eta 1850 IbI Fine AgQl'eglIte 1120 Ibs Water 26() Ibs Admbclura 􀁓􀁵􀁰􀀡􀀾􀁲􀁰􀁬􀁯􀀮􀁴􀁴􀁾􀁲􀀠90 ozs .4.l! __ asa Total
Weight 3972 Ibe Unit Weight 141,10 pc! WICmRatio 0,33 Fly Ash R.pl......nt 0% Maximum TIl/IIPor.ltul'll 95 0 F Slump e-a Inch•• EntraIned Alt H% uwmott Mtttrtati COtnPfl,ny UUflrant,"
the IIbvtB rob: dnivn will ac.hls'!!" the epKlfied 41:nlnl[Jth wflen tRW .lind W.IIlulted In tlClconlanoo wftt\ ,QTII!IJ 􀁲􀀻􀀱􀀷􀁾􀀠t:)1. C3.' 􀀮􀁮􀁾􀀠C'94••m:I wbln ttl, roeommencid
proctdUI'9I for praeement and CUring outJtned In .01501i Ind .lOI 􀁾􀀨􀀩􀁦􀀬􀁲􀁥􀀮fallowed. In Iccord.nct wiU\ ASTM Qt.4, LuWmoru MatorM!" ComPAny ,hBIt nteefvll all uople:. oftedng
reporte. end they .houle be forwlfded 'to-10,*,. QloIIfity COntrol Dvpmmvnt (f!IX &12·211-1U1) aa 800n ee evnttc.bhr. F.llure: to forwent repone In allmely fuhtOtt an dtl-V ml20nl' tim.
fn d"lIng: with toncret& conwma a. w-'I U fUNl'I proJKt aubtttHtakt 11Ila mIl( d**ltjn lubMittat. priC9l:1,ym. Qf ml.'bHialepeelfle InfonnllHen (."grapte 􀁾􀁥􀀮􀁡􀀮􀀱􀁉􀀱􀁜􀁬􀀮􀁤􀁬􀁮􀁧􀀬􀀠malorf.t
oompootHon.. or othttt Information rtqanllng rutfliatt manufutu_ by L:at6mOl'l Mlt&tIatt Company) It proprwtuy aM conndemftl and not to bt *hattd orttanamttt;:d In ill'i'j tom to any
pwJWn or orgs1l1zdkm tIUIt il MX. ftXJtfH1ty auth<Hh:td In wrttlng by • dntgna_ oftlQta\ Of I..aUlmOtV 􀁍􀁾compmr. My unlLllhorI.UHI ptrwon CIt 0I\ttty In poueuion of thla (nformaUon
wiD be proaeoulQd to tIUI fullaa! 􀁾cd' the law, BR Laltimore Material. Company 􀁲􀀬􀁏􀀮􀀸􀀢􀀢􀁾􀁾􀀶􀂷􀁍􀀮􀁘􀁬􀁮..y. T.... 􀀷􀀵􀁑􀀱􀁏􀁾􀀵􀀵􀀶􀀠(972)22I_-(m)569-%% www.1mdx.<om 
Trial Batches -20% F Fly Ash, WR. Air 􀀸􀁾􀀬􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭7000 +1--M"1X.,9994 7
Sk, 20% F Ash, WR, Air 􀁾􀀠6855 pili @28 days "i" 7/E: 6000 -􀁌􀁟􀁌􀀺􀀽􀁾􀁌􀀮􀀯􀀭􀀭􀀷􀀷􀁾􀀿􀀯􀀽􀀭􀀭􀀭􀀭􀀽􀀽􀀺􀀺􀀺􀀺􀀺􀀺􀀺􀀢􀀢􀀢􀀢􀀢􀀢􀁾􀀱 i c II) b rn SOOO I 􀁾􀀠E 4000 o o 3000 +----..
2000 I 􀁾􀀠-+-4.5 Sk, F Ash, WR, Air ---5.5 Sk, F Ash, WR, Air ___6.5 Sk, F Ash, WR, Air ----7.5 Sk, F Ash, WR. Air f-3 7 28 56 561720% F Ash..air.xIs SlrengthChart 
17 18 19 20 ISG Moron take •• 122 141 
Laboratory Trial Batches -No Ash, HRWR, Air 8000 7000 (,;' 6{}oo .e 15000 <Il 􀁾􀀠'5 4000 i.. u.. 3000 :if...,. ? -< 1000 1000 Mix 9139,8 Sack .-..A....-7 7200 /cr 6640 􀁾􀀬􀀠I6180 e
--􀀵􀀴􀀸􀁾• 5590 5260 I... 4820 I ....... tv. • 3700 ...... Lday-e-3days -+-7 days 􀁾􀀮􀀭-,!r-1S days o 470 564 658 751: 1146 Total Cemelltitions Weigflt (Ills) l..MC,BOFA,04252003 Slrength28
06123/2'003 
􀁾􀁣􀀠COlltractor' projett: Fie1d Test Data MtMab". Contracting S<IIrietta Creek Mix No. Dam Vp4o!ed, D..tgn SlIuglh r,: 9139 (J481 05116/03 3000 psi Basis for Se1ectioD ACI 318, Table
5.3.l.2 Mod. St ..dlIrdDe"."." IZOO psi 􀁒􀁯􀁡􀁄􀁯􀁫􀁾Ta., Dab. 􀁒􀁥􀁰􀁲􀁡􀁭􀁴􀁳􀁾􀀠l! 'l'lom 'Requjred Stre»tth r ",t 4100 psi Lal>oratoo, HlltlTerraoon A vg. Slump' $.4l AVi. A"% 4.30
Avuage S ...... gth, 7nO psi Cone. 7DA:r D• t• ZIlDay Z8Day # D .. 􀁴􀁾􀀠SID Tem Alr% 3Day 1.1 7Av StD"",. RDD,.Avg. I 121Hif02 6.75 70 3.'0 4520 5470 5470 3250 2 12116/02 7.00 71 3.70
5740 5950 􀀵􀁾􀀵􀀰􀀠162 8440 3 12116/02 5.75 70 4.20 5540 0050 6650 8291J 8340 251 B34() 4 12117/02 5.25 74 3.00 5410 5410 8500 8320 590 215 3310 5 02111103 4.00 67 5.50 5110 􀁾􀁏􀀶􀀰􀀠6060
nso 7410 7910 60 454 8110 6 02113103 5.00 69 5.00 5470 5690 5690 6300 7090 􀀶􀁾􀁓􀁏􀀠7510 􀁺􀁾􀁏􀀠627 􀁾􀀳􀀱􀀩􀀠7 S 02113/03 03/25103 5.00 4.00 69 74 s.so 4.20 5640 5110 5840 6410 5840
6410 6180 7330 6870 7410 6830 737() 7050 7050 90 80 706 669 1770 7no 
Lattimore MaterialS Company 1700 Redbud Blvd, SUlie 200 McKinney, Texas 75069 972-221-4646 (main) 972-221-9647 (fax) www.lattimoremateriaIS.com Gradation Analysis for #57 Coarse Aggregate'
ASTM C29, C33, C117, C1;!7 & D75 Date Sampled: 15..Jul·2004 Sample: . 1" x #4 Date ran: 20-Jul·2004 Source; " Bridgeport ," Total dry wt: ___G_1'..;,,3.,;.6__lbS. Location: 􀁟􀀮􀀮􀀮􀀮􀀮􀀮􀀻􀁃􀀻􀀻􀀮􀀻
􀁵􀁾􀁲􀀮􀀻􀀮􀀻􀁲􀁥􀁾􀁮􀁾􀁴__ 100% 80% 80% 40% 20% 0% ! __ %Passing ,-----7.7'-+---'.....Minimum '''to -Maximum 0.100 1,000 '10, 00.20oP.. 10 Sieve Size (In.} Absorbtion: 0.86% Decant:
0.44% Specific Gravity: 2.68 DryUnitWt 103.43 L.A. Abrasion: 26 
__ Gradation Analysis for Fine Aggregates ASTM C29, C33, C117, C128 & 075 19-Jul·2004 Sample: Spec ., 21-Jul·2004 Source: Denton Blend __7.;...4.;..;6..;.;.3__9rams Location: _......;C:..;u;;.;.rr;;.
;e;.;.n;.;.t__Date Sampled: Date ran: Total drywt: Lattimore Materials Company 1700 Redbud Blvd, Sulie 200 McKinney, Texas 75069 972-221-46413 (main) 972-221-9647 (fax) www.lattimorematerlals.com
􀀺􀁾􀀧􀀺􀀺􀁲􀀺􀀮􀁾􀀬􀀮􀀭􀁾􀂷􀁾􀀠;;:';;' :, 􀀧􀀺􀁾􀀧􀀻􀀻􀀾􀀻􀀢􀀠􀁾􀀬􀀺􀀠􀁾􀀠. \ 􀀺􀁾􀀬􀀠'1;:<.':' 􀀺􀀧􀀻􀀮􀁾􀀠􀀻􀀺􀁾..􀁾􀁟􀀠􀁾􀀬􀁾􀀠􀀺􀁾􀀻􀀺';' I., 􀀻􀁉􀀮􀀧􀀬􀂷􀀧􀁩􀁬􀀬􀀭􀁾􀀧􀂷􀁾􀀧􀂷􀀺􀁉􀁾􀀧􀀺􀀧􀀠:􀀭�
�􀁟􀀮􀀡􀀠􀀢􀁾􀀧􀁤􀀺􀀺.,;, :'_ 3/8" 0.375 100.0%0.0 0.0% 100% '.􀁲􀀬􀀻􀀺􀀺􀁾􀁝􀀠1/4" 0.250 0.6%4.5 99.4% 19.4#4 0.188 2.6% 97.4% #8 0.094 143.1 19.2% 80.8% #10 190.00.079 25.5%· 74.5%
#16 0.047 292.2 39.2% 60.8% #20 0.033 345.4 46.3% 53.7% #30 0.023 408.5 54.7% 45.3% #40 0.017 505.8 32.2%67.8% #50 607.2 81.4%0.012 18,6% #80 0.007 685.4 91.8% 8.2% #100 722.5 96.8%0.006
3.2% . 737.2 #200 0.003 98.8% 1.2% PAN Fineness Mod.: 2.94 Sand Eq.: 88.1 Specific Gravity: 2.64 Dry 􀁕􀁮􀁩􀁴􀁗􀁾􀀺􀀠108.42 Ib/n3 Abaorbtion: 1.20% · 95% to 100% 80% to 100% -50% to
85% -25%1060% -10% to 30% · 2% to 10% 0%103% · 0% -0%105% 0%1020% -15% to 50% -. 35% to 75% -65% to 90% . 90% to 100% 97% to 100% -
Air Entraining Admixture ".<" : 􀀧􀀺􀀮􀀧􀀺􀀧􀁾􀀺􀀠. . ': . DESCR/PTION Sika AEA-15 admIxture Is a liquid solu. lion of concentrated organic materlal$.lt has been formulated and manufactured
specific;ally tq provide stable and predlc(ab!e air contents In concrete, with uniform air bubble spacing throughout the concrete matrix. Sika AEA-1S meet5the requlremenls of ASTM C-260
for air entraining admixtures and AASHTO M-154 APPLICATIONS Sika AEA-15 can be used whenever aIr entra.lned concrete is desited. Readymil(, precast and block producers can all achieve
optimum entrained air contents, evan where harsh mb:;.es are used or fly-ash Is added to Ihe mix. ADVANTAGES AIr entrainment is recognized as the most effective prevention against concrete
scaling In exposed environments. Ait entrained concrete delivers particular benefits in the form of Increased concrete durability. This Is Important In colder climates where frost and
freezethaw cycles oan cauae scaling and damage to the concrete Bur1ace. Air entrainIng agents help to prevent scatlng by cfeating millions of microscopic air voids, allowing water trapped
In Iheconcrete to expand when the concrete freeles, thus preventing cracks caused by natural expansion. Entrainedalrvolds In the concrete will also increase durability in harsh envlronmente
where concrete Is exposedtodelclngsalt6, marine saHsand sulfates. Workability and plac.ability are also improved by Ihe lubricating acUon of Ihe microscopic bubble. In the ooncrele.
Concrele will flow batter, ..nd bleeding and shrinkage will ba reduoed because lesswate( Is needed loobtain the desired workabilily. HOW TO USE DOSAGE Addition rate$will varydependlngon
the air content required for a par1lcular proJect. Typically airconlents ""II bespecified In Ihe range of 4 to 8 percenl by volume. Other factors that may ;,ffeot the amounl of air entrainedIntothe
concrete Inolude. butare notlin"iiediu. cemenlcOfllenlandlype. sand gradation. temperature and water content. 􀁓􀁩􀁋􀁡􀁲􀁥􀁣􀁯􀁭􀁭􀁥􀁮􀁤􀁳􀁴􀁨􀁡􀁴􀁬􀁲􀁩􀁡􀁊􀁭􀁩􀁸􀁥􀁳􀁢􀁑􀁴􀁑􀁳􀁾􀁥􀁤􀀠whenever
rnaterial or any other changes are made that may affect the amount of entrainEid air. Dosage rates for Sika AEA..15 will tYPically fall bOlween 114 and 1fl. 0'./100 Ibs. (16 -65 ml1100
kg) of cement 10 entlain between 4 and 6 percent air. Higher air conlents may be obtained by Increasing the dosage late. Oomblnatlon with other adr'r'lixture:5, particI,Jlarlywater reducers
and retarders, will tendtOincreasetheamounlofantTalnadalr In the mix. A1rcontents should be checKed with anair-meterafter betchingBflddosage adJustmentsmada artha concrete plant MIXING
Measurelhe required 􀁱􀁾􀁡􀁮􀁬􀁩􀁬􀁹􀀠pefbalt;h manually or with automatic dispenser 􀀮􀁱􀁾􀁬􀁰􀁭􀁥􀁮􀁴􀀠Add Sika AEA-15 to rl'Ilxing water or sand. Do not mix with dry cement. When
usedin combination with other adr.nlxtures: Care must be taken (0 dispense eachadrnix.ture 􀁳􀁥􀁰􀁡􀁾􀁡􀁴􀁥􀁬􀁹􀀠Into the mix. PACKAGING . SlkaAEA-1Sls supplied in 55 gallon (20B liIer)
drums and 􀁢􀁾􀁬􀁫􀀠delivery. STORAGE AND SHELFLIFE Sika AEA,15 should should be stored at above 3S'F (2'C). If frozen. Ihaw and agllale thoroughly to return to Its normal state betoreuse.
Shelf life when stored in dry Yt'8rehouse conditions between 50tlFand 80DF (10tlC_ 27'C) is 1year minimum. CAUTION Skin and eyelrrltanl; avoldcohtacl. The usa of NIOSHIMSHA approved
fespkator. safety goggles and rubber glov9sIS 􀁲􀁥􀁣􀁾􀀠ommended. Avoid braathlng product. Use with adequate ventilation. Remove conk taminatedclothlng. FIRST AID Wash skin with soap
and water. in 􀁣􀁡􀁂􀁾􀀠of eye contact, flush with waler for 15 minutes; 􀁣􀁯􀁮􀁴􀁡􀁣􀀺􀀺􀁾􀁡􀁰􀁨􀁹􀁳􀁬􀁣􀁬􀁡􀁮􀀮􀀠􀁗􀁡􀁳􀁨􀁣􀁬􀁯􀁴􀁨􀁾􀀠Ing betore 􀁲􀁥􀁾􀁵􀁳􀁥􀀮􀀠CLEANUP Contain and
collect with absorbent rna... lerial. Olspose 01 In accordance wllh loc81. state and federal regulalions. TYPICAL DATA FOR$IKA AEA 15 ASTM CERTlFICA TION C-Z60 Air EnlraininQ Admixtures
COLOR Srown SPECIFIC GRAVlrY(J'ml 1.02 ± 0.02 pH >8 CI'ILORIDES% <0.1 
Plastocrete® 1.61 1/9; Water RedUCing Admixture (Type A) ® fjE;sCIIIPTION PIBstocrete 191 is a 􀁰􀁯􀁬􀁹􀁭􀁥􀁲􀁾􀁴􀁹􀁰􀁥􀀠water(educing admil(ture. Plastocrete 161 contains no chlorides,
􀁐􀁬􀁡􀀮􀁬􀁡􀁣􀁲􀁾􀁬􀁥161 meets the requirements of ASTMQ-494 TypeAandMSHTOM194 Type A, AI'I'LlCATIONS PlaSlOcrere 161 isrecommenctedtor use In all applloatlons where high quality Conere!e
with supenor workability and normal setting times is (equrfed. HOW rr WORKS Ptastocrete 181 watlitr reducing 􀁡􀁤􀁭􀁬􀁸􀁾􀀠lure provides an economical eno highlY effective means of reducing
the amount almlxlng w.terrequlred to proouce concrete 01 a certoJp .Iump by acting as a dispersant (or fie cement pBl1Jcles In Ihe mix. Through thiS dispersing action mora 01 the surlace
area of 1M cement particles is: available for early hydratIOn. The more Cament particle. hydrated by contact with the Tl'lxlng water. the greater !he compressive strength of the cOncrel;).
ADVANTAGES PlaSlOorate 161 i. formulated a9 a Type A water redueer to allow 7 -10% water rlilductlQf1 and maxim[ze ttte benefits of Increa...d hydration In bolh Ina hard· ened and plastic
states, BENEFITS ... Reduced watsr content required to achieve desired Slump, Inc'reases compressive and flexural strengths and allows the usa of mora economl· cal mlxe•• ... Improvad
pes", quality makes concrete eBsler to pump and finish. .. ConslstemU1orrnalseffingtimesfhrough.. out the recommended dose-ge. A Lower water .cement ratios provide dacreesed permeability
and Inoleased durablllly: Combination with other Admix1u","" Piastocrete 161 works effectively as a single 􀁡􀁤􀁭􀁬􀁾􀁴􀁴􀁊􀁲􀀮􀀠or In combinaiion wllh otharedmb'Me6In the SiI<aSystem.
When oilir entrained concrete is specified. Slka recommends theuseofSlka air entraining agents, HOW TO USE , DOSAGE Addition rates of 3·61I.oz.!100 Ibe, (195 -390 ml/l00 i<g) of cement
ate reocmmendedforgeneral concrete appUcations where normal seUlng eharaoteristics are desired. MIXING Plastocrete 161 Isaddedattha concrete plant, Maasur.requlredQUantt1y manually or
by automated dispenser. Add inttl the sand at !he weigh hopperor Inlolhewater line althe batch plant. When csed In comblnalil>n With other admixtures. caremuotbe token to dispense each
admiXllJre sepBfatefflnlolhemlx_Do notmiX with dry cement. PACKAGING PI;as(ocrete 161 is supplied in 55 gallol"'! (206 Iller) drums and bulk delivery. STORAGEANOIiiHfiLF·LIFE Plaslocr.1e
1610hauld be'tored at above 3S'F (2"C). If frozen, thaw and "gilate tholOUghlytnrelurn to norma) stat, before use, Shelf Ille when .torad In dry warehouse conditions between SO'Fand
80'F (1 O'C21°C) is one year minimuM. CAUTION SkInand eye irritant, avoidconlaCl Theuse of NIOSH/MSHA approvad respirator. safety goggles and rubber gloves is recommended. AlIOId breathing
product. Us. with adequate ventilation. Remove contaminated clothing. FIRST AID Washsklnwlthsoapandwater.lncaseo! eyecoritact.llushwilhwaterfor 15m111l.l\9., contl!Cta physician, Wash
clothing before r&--use. CLEANUP Containandcollectwllhabsorbentm.terIal. Olspose of In accordance with local. stateand federal r9glJlations. TYPICAL DA 1 d FOR PLASTOCI1HE T{i, ASTM
CERTIFICA nON ASTM C-494 Type A COLOR Brown $ipl:CtFlC IJRJ(WTY (J'IrI1 1.17 *0.05 pH >8 CHLORIDES" <0,1 
® .. . :..:'. \" ':' :,. 􀀱􀁾􀁩􀀠.' .'􀁾􀁬􀁡􀀮􀁴􀁩􀁭􀁥􀁾􀁴􀂷􀂷􀂷􀀬􀀮􀀧􀀮􀀠􀁾􀀡􀀢􀀠....... i .' .., : Water Reducing and Retarding Admixture (Types J3 & OJ DESCRIPTION Plastimenl is a
water-reducing and retarding admixture. Plastiment contains no calcil,Jm chloride or any other 􀁉􀁮􀁴􀁥􀁮􀁾􀀠tionally added Chlorides. Plastirnent meets the requirements of ASTM C-494
Types 8 and D and AASHTO M194 Types 8 and D. APPL/CA TIONS PJastimentis (ecor'l"lmended Tor u:s;ewhenever high quaitity concrete with predict· able and controned set times is desired.
Use in flatwork and horizontal or vertical sllpform placements where B superior sI.Hface finish is required. A(}VANTAGES PlaSliment is highly olfocllve In hOI weather concreUng to offset
the acceleratlng effects dtthigh ambient temperatures by coniroiling ,the heat of hydration. Concrete .....orki!Jbility is snhanced and EI superior surface finish Is obtained. BENEFrTS
.. In mass concrete pours Plastiment controls temperature lise and reduce:s; the risl< of thermal 􀁣􀁣􀁲􀁡􀁣􀁾􀁩􀁮􀁧􀀮􀀠.. Initial set time! are delayQd. allowing time for proper placement
and finish· Ing without cold joint:!; in hot wElather conditions. ... PJa:s;timent increasElS concrete den!lty and delivers Increased early and ultl· mate. compressive and flexural strengths.
... For flatworK appllcatlon9 PI.stiment acts as B. finishing aid, workability Is improved, bleeding isconlrolled and a superior surface finish is obtained. ... Lower wj3.ter cement
ratios provide decreased permeabilityano 􀁩􀁮􀁣􀁲􀁾􀁡􀁳􀁥􀁤􀀠durability. Combination wHh other Admixtures: Plastlment works effectively as a single admixture or In combination with other
admixtures in the Sika System. HOW TO USE DOSAGE Addilion rales of 2 -4 fl. oz./100 Ibs. (130-260 ml1100 kg) cament are recommended tor general concrgtg applica· tions. Where extended
retardation is required dosage maybe increased. Please contact your looal Sika RepresentetlvG for Information and assistance. MIXING Add Plastiment at the concrete plant. 􀁍􀁧􀁾􀁓􀁬􀀬􀁊􀁲􀁥􀁥􀀠requir
ed quantity manually or by automated dispenser. Add inlo the sand at the weigh hopper or into the water line at the batch plant. Whon used in combination With other admlXllJres. care
must be taken to dis· penSEl eaoh admixture separal;ly Into the mix. Do not mix with dry cement. PACKAGING PI.Slimenl is supplied In 55 gallon (208 liter) drums and bulk delivery. STORAGi'ANDSHELF-LI
FE Pla:s;timent should be stored at above 30"F (-·1'C). If frozen, Ihaw and agitate thoroughly to return to normal state before use. Shelf life when stored in dry warehouse conditions
between 50'F and 80'F (10'C27°C) is one year minimum. CAUTION Skin and eye Irritant; avoid contact. The use of NIOSHIMSHA approved respirator, safety goggles ano tubber gloves Is recommended.
Avoid breathing product. Use with adequate ventilation. Remove contaminated clothing, FIRSTAID Wash skin with soap and wa.ter, In case of eye contact. flush with water for 15 minutes;
contact a physician. Wash cloth· Ing before (e-use. CLEANUP Contain and collectwithabsorbentrnate· rial. Dispose 011n eccordance wllh local. stete and federal regulation!. TYPICAL DA
fA FOR PLASTlMENr ASTMCERTIFICA TlON ASTM C-494 Types Band D COLOR Yellow/Green SPECIFIC GRA VITY g/ml 1.16 * 0.6 pH >8 CHLORIOES% <0.1 
® Extlimded Slump Life 􀁾􀀠'" ,....... ..;. ;. .' '... . 􀁴􀀱􀁦􀁾􀀠.:..;. ' High Range Water Reducer (Types A & F) DESCRIPTION Sikamenl 10 ESL is a higl1 range water reducer and 6Upe!plasticizer
formulated 10 provide extended slump lile. Sikamenl 10 ESL is • unique formald .... hyde.fr.e producl 􀁾􀀮􀁓􀁥􀁤􀀠on a vinyl co􀁰􀁯􀁊􀁹􀁲􀁮􀁥􀁲􀀮􀁬􀁴􀁬􀁳􀁡􀁮􀁯􀁮􀁡􀁩􀁲􀁾􀁥􀁮􀁴􀁲􀁡􀁩􀁮􀁩􀁮􀁧􀁡􀁤􀁭􀁬􀁸
􀁴􀁵􀁲􀁥􀀠1hat does not interfere with the air-void system In the concrete matrix. Sikamenl10ESLdoosnolcolitain formal· dehyde! calclum chtoride or any other Intentionally added chlorides
and will nOI inItiate or promote the corrosion of steel present in the concrete. Sikamenl 10 ESL meets Iherequlrements forAS1MC-494 T}'IJGSAand FandAASHTO M·194 Types Aand F. APPUCATION$
Sikament 10 ESL maybe uSed as a plant added, ready mix or precast, h;gh range wale! (educer to obtait) desired plastk> Ity and malniain slump for up to two hours. ConlTofled set times
make S'kement 10 ESL Ideal lor horizontal and vertical $Iipform .appllcation$, ADVANTAGES WBtor Reduotlon; When ussd as a high ronge water reducer up to JO% w8terreduotiOn can beobtalned
􀁷􀁾􀁨􀀠Sikament 10 ESL because 01 InS polymer Improved cement hydratton13Hiclsney, Hign Plasllcity: The superplasticlzlngacfionorSikarnent10 ESL prQvideshigh-slump 􀁦􀁬􀁯􀁷􀁩􀁾􀁧􀀠Concrete
withexccllenlWOlMbilitythatmayboplaced with minim!)1 vibratIon even at very low water cemen1 ndio'z. SiKamenll0 ESL plasticized cOncrele is highly livid wl:lle 􀁭􀁡􀁬􀁮􀁴􀁡􀁬􀁮􀁩􀁾􀀹􀀠􀁣􀁯􀁭􀁰􀁬􀁾􀁴�
�􀀠cohesion withIn (he concrete matrix: to ellmlnsteexcessive bleeding or sagrega· 'ion. E_nded Slump LII••nd Set Conlrol: SlkamOnl 10 ESL hes been formulaled 10 provide "onlrolled and
predlelablc ex· lended s'ump lile for periods of frO to 120 􀁲􀀧􀁮􀁩􀁮􀁵􀁾􀁣􀀤􀀠with normal Se! times. BENEFITS 1l')e corn!)lned t'l!:ih fI{(lye wator 􀁲􀁾􀁤􀁜􀁊􀁃􀁾􀀠lion and supcrplOSlici(ing
action "r Sik.",enl 10 ESL provlds Ihe lollowlng benerils In lierdt.:ncd concrete: ... 􀁈􀁩􀁧􀁨􀁾􀁲early eomprQSSIVe slrengihs fol' eS(!iir remove! 01 forms ane! 􀁓􀁖􀁶􀀨􀀻􀁨􀀬􀁬􀁴􀁾􀀱􀀠use
of 􀁣􀁯􀁮􀁣􀁲􀁥􀁛􀁴􀀮􀁾􀀮􀀠... Higher ullimBle sirenglos allow for grealer engine.ring d••ign 􀁦􀁊􀀮􀁾􀁬􀁢􀁬􀁩􀁩􀁴􀁹􀀠􀁡􀁾􀁤􀀠slructureleConomles. .. Reducta:d water cemel"ll rat1osproduce
more du.rable. dense concrete wltp reducli!d permeability. ... Highly ofl.cl;ve 􀁰􀁬􀁡􀁳􀁩􀁬􀁣􀁬􀁾􀀮􀁲􀀠reduces surface defects In concrete elements and Improves aesthsllc appearance.
Combination willi OIher admixtures; Siksmenl 10 ESL i. highly effecwe as single admixture or in combination with other admlxlufes in the Sika System. Combination with microslll"'" Sikamen,
10 ESL i. parlicul.rly well suited for USQ with n'l)ctosltica because of ilS weter redUc{loti capability and superio( .31ump control, HOW TO USE ADDITIONflA res Dosage-rates will Ysry
according to ma\.rlol& used. ambient conditions and {he requirement$: of a speclfic project Sik. recommends dosage at 6·20 !I. 02. per 100 lb•. (390.1300 mlll00 kg) of cement for general
concrate applicav tions. Dosage rates rates outside tila: recommended range may be used where speclal.ized materials such as micro-sllloa are 􀁡􀁰􀁥􀁣􀁩􀁾􀀠fled. extrgme ambient cQn(jitions
Sle enCOlJntered or tlhU$Ua.1 project conditions requlretpecla!consideratlon. PI9aSeCOOv tact yourSlka represent. live for more infor· mation and aS$istallce. MIXING For 􀁢􀁥􀁾􀀱􀀠􀁳􀁵􀁰􀁥􀁲􀁰􀁬􀁬􀀡�
�􀁴􀁬􀁥􀁬􀁾􀁬􀁮􀁧􀀠resulls, add Sikamenll0ESLdirectlylofreshly mix9d conerele In ihe concrete mixer al the end oi the batching cycle. Sikament 10 e:Sl may also be dispensed as an integra'
maWi.1 during the regular admixtur. batChlng cycle. or Into freshly mixed concrete in a Ready-Mix 1ruck at Ihe concrete plant or at 1he jobslle. To optImize the supgrplasttcizing 􀁣􀁦􀁨􀁾􀁣􀁴􀀬􀀠alle
r the addition SIkomenll0 ESL Sika recommendS that the combined 􀁭􀁡􀁴􀁥􀁲􀁩􀁾􀀠als be mixed for 􀀸􀀰􀁾􀀱􀀰􀀰􀀠i9VQfutions or approximately 6. minutes, ehner in 1he concrele mixer or
In the 􀁒􀁥􀁡􀁤􀁹􀁾􀁍􀁬􀁸􀀠truck. PACf(IlGING Si'oment 10 ESU. available in55 gallon (208 liter) drums and bulk de'ivery. STORAGEANDSHELF·I.IFE! Sikamenl 10 ESL should 􀁾􀁥􀀠S10red .1
above 􀀳􀀵􀁾􀁆􀀠(26 C). 11 frozen, 'haw and agltale thoroughly to relurn to normal state, Shelf lifa when stored In dry warehouse conditions between 50'F and SO'F (1 D'C 􀁾􀀠27i'C) is
one year minimum, CAUTION Skin and eye irriian\: aV()ld conlee/. The use 01 NIOSHI MSHA approved respir •• lor, sale1y 9099lesand rubber gloves IS recommended.AvoldbfeathingproduCI.
Use wilh adequats ventilation. RJ;:move contaminated clolhlng, FIRST AID Wash sk/nwilhsoap andWalS(. 􀁲􀁮􀁣􀁡􀀮􀁳􀁾􀀠01 eye contact. Push with water IOf 1Smlnutes: contaclaphyslcian.
Wash clothing belore fe-use· . CLEANUP Contain and collaclwith absorbent material. Dlspose of in accordance with local, slate and federal regulations, TYPICAL DATA FOR SASTMCEI1TIFICATION
IKAMENT fa [;'SL ASTM C-494 TypO$ AandF COLOR BtOwn SPECIF/CGRAVITY I.il%0.05 PH >6 CHLORIIJEiS% <0. j 
Client T""". Stendal\! Constf1Jction Project Addllon Airport· Fuel Truck Pavement Repair Addison. T.,.,s Materials: CeJneni: ASTIII 0·150, Type 1m Ftya.h: ASTM C-!!1&. Cia•• F Coa,...,
Asg.; ASl'M C 33. 1"· #4 Cruohod Slone ImIA Fine Agg.: ASTM 0.33. Corn:reta Sand Admixtureo; ASl'M C <1114. Type A or 0 ASTM0.260 1 Cubic Yan! ByWeight • SlIO u.. Paving MI. No. 9994
(CLASS P 7 SK FA. WR. AIR) 5trenath @211 DaY" 􀀴􀁾􀁏􀁏􀀠p.1 Air Cement 526 lb. FlyABh 110 lb. C""",. Aggregate 2001 lb. Fin. Agqregoto 974 Ill> WOl9r 280 Ills Admixture Waler Rodu"",
28 CZ," Unit Weight 144,12 pol WICm RaNo 0,44 Fly Ash Replacement 17% Maximum Temperatul'9 95' F SlUmp 306 inches Entralnad Air 3-6% LtWm1;i!'9 Mtrtertala Company guarantees tht above
mbt dttlgh witt 􀁾􀁨􀁬􀁥􀁶􀁥􀀠tM: specffiQd 􀀮􀁷􀁲􀁴􀁾wh-n tNWd .net t;V.ILI-*, ;1'1 *"wrdBnce with ASTM Ot12, 031, 􀁏􀁾􀀮􀀠and 0&4, anlt when UlC' moonUrm'lIi,cf 􀁰􀁾􀁤􀁕􀁍for placement
II1d O\lrtT1g outlin,d It! ACf 3tl5 and AC! 30& .1'9 fofiowed. In auordanot wtth "aYM e94. utttmCl'9 9 Mtltrif.t. Company &hall nroIIMt all CQpm of teattng reporb. arul the)' ahould
be forwarded to 01lr Quality 􀁃􀁯􀀣􀁬􀁾􀀠O.pal"tMfllf (fa 172-221-1&41) et aoon ea evellable. 􀁲􀁴􀁬􀁬􀁬􀁴􀀮􀁬􀁾􀀠to 􀁦􀁏􀁲􀁷􀁾􀁲􀁤􀀠roporto In .II Urnaly fMMon OM delay CWJOMtttm, In
doling with eonmte concema aa wen •• tutu,.. pl'Ojet:t 􀀮􀁾􀁢􀁭􀁉􀁴􀁦􀁡􀁊􀁉􀀮􀀠Thil Mix Heign lubmfttat. price qUbt&. Or 􀁭􀁡􀁥􀁍􀀮􀁬􀁡􀁾􀁣il1fotmnm 􀀨􀁾􀁡􀁴􀁡propel'fiaot Qradfng, trllli:ertlil
eompoaltton, or CUlt' information regenUng mmuulct 􀁭􀁥􀀮􀁾􀁴􀁴􀁤􀀠by L&ttimOI'9 Mirttrialt 􀁃􀁏􀁴􀁮􀁾􀀠18 PTOpri&my end oonftdmtlal .nd Clot to b, .bartd or tran&mH:t&d In IllY torm
10 any por.aon 0 r 04'i;miRtlon that i6 not 􀁾􀁉􀁹BUtitortrtd rn WritIns by • dnlsnNd offIci,t of uttImCQ "'_rlaia Corn.PI;f'IY. Any LlIHl:u1tIoriud ptrf$On or antit1 in ponnakln of
thm lntormauon wlJl bt 􀁐􀁦􀁑􀁾􀁤to iha fullott OXWIt of ttl'" I.... BR Lal1!InO<e MlIt..!al. Company 􀁾􀀬􀁯􀀬􀁡􀀢􀀬􀀬􀀤􀁺􀀮􀂷􀀠MoKlnllO)'. T.... 7$070-0S50 (97l):U 1-4646 • (972) 5694646
WW'I\',lmm.com 
D.Ie, 20·Aug4l Cllen!! TOXiI. Standard Construcllon ProJoct: Addls.n Allport· Fuel Truck Pavement Repair Add!30n, Ttm:I$ M_t&,leJ.: Cement: ASTM C·l50, Type 1111 􀁆􀁾􀁡􀀮􀁨􀀺􀀠ASTM C-S1
8, CI.8& F Coors_Age,: ASTMC33, 1'.114 Cru.hedS!on. Fin_Agg.: ASTM c.:l3, CQnorote Sand Admixtul'1lO: ASTM C 494, Type F ASTMC-2S0 1 Cuble Yard By WOlph! • $$0 Peving MiX No, 8139 (8
SK ,SP.AlR)Slronetil @24 Hou", 3600 pol Air Cement 􀀷􀁾􀀲􀀠lb. o I"" Coa.... Aggregate 1il5tl Iba Fin. AI/oregatb 1120 Ibs. WiiWr 250 11)$ Admlxtura SUP0'l'IO$tlOlzer 90 oza 􀁾􀀠Tatal
Weight UnltWolght 147,10 pc( WJCm Ratio 0,33 Fly Aslt Ropl.""",,,,,t 0% Maximum r • .,I>fra!U,.. 􀁥􀁾􀀠'F Slump H inolleo Entralnod .AIr J.l!% Le:ttJmOl't ..ttttlal:i COmPInJ luar.tni9ft
til. above mllc 􀁤􀁍􀁩􀁾witl achlevo thQ 1tPRlfied mrnptn whe," ta.tw end tmlluated tn 􀁉􀁉􀁑􀁣􀁯􀁮􀀺􀀺􀁴􀀦􀁾􀀠WfttI ASlU C11J!, Citt. 􀁃􀁾and C$4, ,lid ",hi" lb_ 􀁾􀁥􀁮􀁈􀁤plOCldur.
for p1aOMttnt and curl"g ovtill'ltd fn "C130a end ACi 3Q8 ar.fDltowed. in 􀁾􀁈􀁬􀁡􀁮􀂢􀀮With. ASl11 ASl11 094, LattimotV Materia16 Company ,taall recoIn all copI91I of teGUnlJ reports.
Bnd they ehould be 􀁦􀁏􀁉􀀧􀁙􀁬􀀮􀁲􀁤􀁾􀀠to opr QI,ItIit¥ 􀁃􀀼􀁉􀁾􀀠09parlmvnt (liP; 912·il1.fW} U _000 ae: 􀁵􀁶􀂫􀁴􀁾􀁢􀁬􀁡􀀮􀀠FaIlure to forwent repol1B In Attme;1y _blon Cln delay
􀁾􀁮􀁮timl1 In deann, with conem. CO"C9m1 .,wtil u future proJRt lubmltttIa. 'thls mil( dttlql\ tublttRtaI, price qurn... or mat.ria' "pllciflc Infonndcm (aUIlI'ftD8ta propmfca. flr.ldll\9,
􀁭􀁾􀁴􀁴􀁲􀁲􀀮􀀱􀀠oompoaltlon, or othor Infonndon rtfIrdln$ mit_till'. mlnurlCt\ll'id by Ltttlmore Mariala COmptlny) ta 􀁰􀁲􀁯􀁰􀁲􀁾and confIdend.t Del not to tit aharea Of U1nmlbd In
OUIY 'tonn to any ppmon or Ol9.11nlmtlou !tun: 1. mit 􀁾􀁡􀁴􀁹􀀠autilOr"tod In wrtttng by • d..!tfI*:$CI oftlc:tat 0' 􀁣􀀮􀀺􀁡􀁗􀁭􀁯􀁾􀀠Matorf.II. company. Any untilthom.cs 1:"Ir&a11
Of ontity In pouonlon or thl& Information Will be prDRRCUIed tn itI& fUlIlMlt 􀁾􀁮􀁴of trut law, BR Lattimore Material. Comptuty 􀁦􀀬􀁏􀀬􀁂􀁯􀁸􀀵􀀵􀀶􀀮􀁍􀁾􀁋􀁢􀁜􀁮􀀮􀁹􀀮􀀠T.... 75070-05l6
(972)221-4646· (972) 569·4040 'IoVWW.1mttx.com 
Trial Batches -20% F Fly Ash, WR, Air 8000 7000+1-Mlxt#:9994 7 SI<, 20% F Ash, WI'!., Air -6855 psi @28 days \. /16000 -i. ./-Li;:; 5000 +-􀁾􀁾􀀠􀁾􀀠... f1) ! Q. E 4000 o t) 3000 12000
+ 3 7 28 56 􀁛􀁟􀁟􀁟􀁟􀁬􀀺􀀺􀀺􀁾􀁾􀀺􀀺􀀺􀁬􀀽􀀽􀀺􀀻􀁾􀁾􀁾􀁾􀁾􀀽􀀽􀀽􀀽􀀺􀀺􀁾􀁾􀀺􀀺􀁾􀁾__ ://' 􀁾􀀠:7 ......4.5 Sk, FAsh, WR, Air ....5.5 Sk, FAsh, WR, Air -+-6.5 5k, F Ash, WR, Air _______􀁾􀁾􀁾______�
�􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀁟􀀮􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀁾􀀽􀀭􀀭􀀭􀀽􀀽􀀽􀀷􀀽􀁾􀁾􀁾􀀮􀁾􀁓􀁾􀁫􀀬􀀽􀁆􀀽􀁁􀁳􀀽􀀽􀁨􀀽􀀬􀁗􀀽􀀽􀁒􀀽􀀬􀁁􀀽􀁩􀀽􀁲􀀽􀀭􀀭􀀭􀁊􀀠5617 20% FAsl!-air.xts StrenglhChart 
141 17 18 19 .20 .. ...! 0:; 􀁾'" 􀁾􀀠'" ..,as 103 122 ... ISG Mallin lak. 􀁾􀀠􀁾􀀠􀀮􀁾􀀠􀁾􀀠" i,. 􀁾􀀠'" 􀁾􀀠5' " j te 􀁾􀀮􀀠181 I 􀁾􀀠􀁾􀀠" 3 , 􀁾􀀠􀁾􀁮􀀼􀁉􀀠Ad",,,, t l! t i• 
8000 7000 .;:;-6000., .e 􀁾􀀠sooo b III 􀁾􀁅􀀠:; 4000.. "" '" ; u 3000 '" f.... « 2000 f------!-------t-Laboratory Trial Batches -No Ash, URWR, Air Mix 9139, 8 Saek ..... -I -7200 /tr
6640 􀁾􀁯6180 Ie .. 5590 -5480 5260 I.. 4820 437u . • 3700 1---1000 -------=...... lday -9-30015 ....tfI-7 days 􀁾􀀲􀀸􀁤􀁡􀁹􀁳􀀠o 470 564 658 751 846 Total Cementitious Weight (Ibs)
!.Me-BOFA,04252003 Strength28 06/23/2003 
Field Test Data Mix No. 9139 (7482 Basis for Selection contractor: MtMaboD Contratfing »,111 Updated, 05116/03 AC1318, Tabl. $.3.2.2 J?T.je<1l 8Qtiel!a Crttk R....ke,T..... D..lgn Slrong!ll
r., »,1:1 R'l''''''''ts: 3000 II pri Toot> Mod. Standard Devl.t\"", :R.qo,!rod Stre.gth rp' U(){) 4200 pol psi Labo..,,>!)', HlIcrr........ Avg. Slump: 5.42 AVI. Alr% 4.30 A'YUltge Sh'cngtb;
771.0 pol COlIo. 7 D"l:Data Z8Day 28 Day # Date Slum Tem Air% 3Da), 1.1 7M 5I.D .... RUQ.Avg. I 12116102 6.15 70 30$0 4520 5470 5470 Usa 2 liUl6/02 7.00 71 3.70 5740 5950 5950 262 8440
3 12/16102 5.75 70 4.20 5540 '6650 66s!) 8190 8140 8340 251 8340 4 1211110;1 5.25 74 3.00 5410 5410 8500 8210 8320 􀁾􀀹􀀰􀀠215 8310 5 WIlIO) 4.00 67 5.50 5110 6060 6060 7350 7380 7910
60 454 8120 6 02113103 5.00 69 5.00 5470 5690 5690 6800 6950 7510 290 627 7930 7 02113/03 5.00 69 sso 5640 5840 S840 6780 6830 7050 90 706 7770 8 􀁏􀁓􀁉􀀲􀁾􀀯􀀰􀀳􀀠4.00 74 4.20 5110
6410 6410 7330 7410 7370 7050 80 669 7721) 
Lattimore Materials Company 1700 Redbud Blvd, Butle 200 McKinney, Texas 75069 972-221-4646 (main) 972-221-9647 (fax) www.lattimorematerials.com Gradation Analysis for #57 Coarse Aggregate
. ASTM C29. C33, C117, C127 &075 􀀭􀀮􀀮􀀮􀀮􀀻􀀮􀀮􀀮􀀮􀀮􀀮􀀻􀀮􀀮􀀮􀀮􀀻􀀮􀀻􀀮􀀮􀀮􀀮􀁾Date Sampled: 15.Jul-2D04 Sample: . 1" x#4 Date ran: 20-Jul-2004 Source: Bridgeport Total dry wt: __􀀮􀀮􀀻􀀮􀀶􀀱􀁟􀀮
􀀳􀀮􀀻􀀮􀀬􀀻􀀶􀁾􀁟􀁬􀁢􀁳􀀮􀀠Location: Current 80% 60% 40% 20% 0% 􀀭􀀲􀁑􀁾􀀠Sieve Si;z:e (In.) Absorbtlon: 0.86% 1'[ ; 􀀬􀁾􀁾􀀭...... _, ., ,-ill .. ';iI; i .....%F'asslng i -.-..Minimum-I􀀢􀀧􀁾􀀠-Max
imum.-/.. ,----. -V,1 " • 10 0.100 1.000 '10, Decant: 0.44% Specific Gravity: 2.68 Dry Unit Wt: 103.43 Iblft3 --..;.,;...;....;.....;....;..L.A. Abrasion: 26 100% 
Lattimore Materials C'Ompany 1700 Redbud Blvd, Sutle 200 McKinney, Texas 75069 972·221-4646 (main) 972·221-9647 (fax) www.lattimorematerlats.com __"_'-I Gradation Analysis for Fine Aggregates
. , ASTM C29, e33, C117, C128 & 075 Date Sampled: 19-Jul·2004 Sample: . Spec " Date ran: 21.Jul.2004 Source: Denton Blend , " Total dry wt: __..;.7..;.46;;':'.;;.3__grams Location: 􀁟􀁾􀁃􀀺􀀺􀀺􀀻􀀻􀁵
􀀺􀀮􀀺􀁲􀁲􀀮􀀺􀀮􀀻􀁥􀀺􀀮􀀺􀁮􀀻􀀮􀀺􀀮􀁴__ Fineness Mod.: 2.94 Sand Eq.: 88.1 Specific Gravity: 2.64 DryUnitW,: 108.42 Iblft3 Absorbtion: 1.20% 
AirEntrsining Admixture DESCRIPTION SM AEA-15 admlxtur. Is a liquid solu. tfon of concenjrated organio materlalS. 11 Ms been formulated and manufactured specifically 10 prOlilde stable
and P'!"dlCtable air contents in concrete. WJth uniform air bUbble spacing tnroughoul the concrete matrix, SiKa AEA-15 meet. the requirements of ASTM C'260for air entraining admixtures
andAASHTOM-1S4 APPLICAT/ONS Sika AEA·16 can be used whenever air entrained concrete is desired. Readymix, precast and blOCk producers can all achieve optimum entrained air 􀁣􀁯􀁮􀁾􀀠tent$!
􀁾􀁶􀁥􀁮􀀠where harsh mixes are used or fly-ash Is added to the mIX. ADVANTAGES Air entrainment Is recognl<ed as the most effective prevention against concrete scaling In exposed envlronmenls.
Aif entrained concreto delivers particular bene11ts in the torm ot Increased ooncrete durability, This Is Important In colder climates where frost and freeze.· thaw cycles oan cavee
""sling end dam· age to the concrete surface. Air entrainIng agents help to prevent scaling by Ofe.ling millions of microscoplc air IIOlds, allowing walerlrapped In theconcreta to expand
when Ihe ¢<lncrete freet"s, thus preventing cracks caused by natural expansion. Entrainedalrvolds In the concretewiJ! also increase durability in harsh environments where concrete fs
exposed!o delclng.Ellts, marine salts end sulfates. Worl(ability and ptaceability are also im· proved by the lubricaflng action Of the microscopic bubbl"s In the ooncrete. Concrete wilt
flow better, and bleeding and shrlnkage will be reduoed because 18$. water Is needed to obtain the desired worl<abilliy. HOW TO USE DOSAGE MdlUon r",t.swill varydapendlng on the air
content required for a particular prolecl. Typically alroontenls ..II bespecified In Ihe range of 4 to apercenl by volume, Other factors Ihal may affect the amount of air ernrained Into
the concrete Inclvde. but.r. I'lOtlimited to, cement ccnlentand type. sand gradation, temperatureandwalercontent, Sik. recommond.thetlrialmlx••􀁢􀁾􀁜􀁥􀀤􀁴􀁥􀁤􀀠whenever material or
any other cnanges ars made thaI may affect 111. amount 01 cmtraif19d air, Dosage rat •• lor Sik. AEA·15 will \)11'1. oally faJlbefw1!en 1/4 and t 6, 􀁯􀁬􀀬􀀯􀁬􀀰􀀰􀁉􀁢􀁾􀀬􀀠(16·65 mill
00 kg) of cement to entrain between 4 and Bpercent .Ir, Higher air contents may be obtained byincreaslng the dosage !.te, Combination 􀁷􀁉􀀡􀁾􀀠􀁯􀁴􀁾􀁲adMixtures, particularlywater
reduce,. and retard.,., will 􀁴􀁥􀁮􀁤􀁴􀁯􀁩􀁮􀁣􀁭􀁡􀁳􀁥􀁴􀁾􀁥􀁭􀁯􀁵􀁮􀁴􀁯􀀡􀀮􀁮􀀱􀁲􀁡􀁬􀁮􀁥􀁤􀁡􀁬􀁲􀀠Inthe mix. Alrconrenlsshouldbechecked vhthanalr-rneWaf!erbatchlngllllddosage adjustment.made
••the concrete plant, MIK/NfJ Measur. the requiTed quantity per batch manually or with automatic dispenser equipment. Add Sika AEA·15 to mixing water or sand. 00 not mIx with dry 􀁣􀁥􀀺􀁾􀀠ment,
When usedin comblnBtJonWllhother 1 YPfCIlL DATA FOR SlkA 4£4 15 A.STM Cl!RTlFICA TlON C·260 Air Entraining Admixtures COLOIf arown SPECIFIC GRAVlTY¢nl 1,02,.0.02 pH >8 CHLORIDES,. <0,1
adr.nlxtures: Care must be taken 10 dlspense each admixture SQParately Into the miX. PACKAGING SlkaAEA·1SI. supplied in 55 gallon (208 liter) drums and 􀁢􀁶􀁬􀁾􀀠delivery, STOFIAGEAND
SHELH/FE SiKa AEA.15 shoold be Gtored at above 35'F (2'C), If fro;:en. Ihaw and agitate thoroughly 10 return 10 lIs normal state before use, Shaillile when stored in dry warel1ous. conditions
between SO'Fand SO'F (10'C27"C) is 1year minimum, CAUTION Skin andey"lrrlmnt avoldcontacl. The u.s 01 NIOSHIMSHA approved respirator, safety (IOggles and 􀁲􀁵􀁢􀁢􀁾􀁲glove. is ree· ommended.
Avoidbreall1lng product. Use with adequate ventllation. Remove con... Iam!natedclothlng, FIRST A.ID Wash SKin wIth soap and water. In caSliI of eye comact, 11ush with water far 15 minutes;
conlact.physlclan, Washcloth· Ing betore 􀁲􀁥􀁾􀁳􀁥􀀮􀀠CLEANUP Contain and collect with ab.orbont ""'" terial. OlsposG 01 In 􀁡􀁣􀁣􀁯􀁲􀁤􀁾􀁣􀁥􀀠willi looal. slate and federal regulalillns,

Plastocrete® 161 1/9, Water Reducing Admixture (Type A) ® fJESCRIPTION Plas10crete 161 158. polymer-type waterreducing admixture. Ptastocrete HI1 contains no chlorides, 􀁐􀁬􀁡􀁓􀁬􀁯􀁣􀁲􀁾􀁴􀁥􀀠'161
meelS the requirements 01 ASTMC-494 TypeAandMSHTOM194Type A, A,."uCA rlONS Plastoerete 161 is recommended for use In all applications where high qua,ty concrete With superior work..bJJlly
and normal ...tting time. is required, HOW IT WORI<S Plastocrete 161 water reducIng admlxlUre provides an economical and highly effective means of reducing the amount ofmixing water
required to produce concrete01 a certal!, slump by acting as a dispersant for fl\e cement particles In the mix. • Through this dispersing aetion more of the surface area Of the cement particle. I••""ilable for
early hydration, The more cement particle. hyolRtOO by COnlact with the rpixing waler, th. greater the compl'\lGSlve Glrengtll of lhe concrete, ADVANTAGBI PI••lOcrele 161 i.lormulaled
as a Type A waler reducer to allow 7 10% water flilduction and maxirTlr;ze (119 benefits of Increas.d hydration In beth 􀁴􀁾􀁥􀀠hardened and plastic states. BENEFITS 4. Reduced w.tor
contenl required to achieve desired Slump, Inc·reases compressive and flGxurel strengths and allows the use or mora 􀁑􀁣􀁯􀁮􀁯􀁭􀁪􀁾􀀠􀁾􀁡􀁬􀀠mixes, ' "" Improved pUle quality makes
coocrete ••sler 10 pump and flnl.h, .. ConsJstentnormalsettingfimesthroughouttherecommem:t0ddo;a.ge. A lower water oement ratios provide cl<!craasedpermeablli:y and Increased durability;
Comblnallon wlIh other Arlmlxtur."" PJastocrete 161 wo"', effedively as a slngla admi,cture Or in cornblnatlon wllh other admbc!uresIn IheSikaSyslem,When atr entraIned concretE! 1$ specIfied,
Srka recommands 1119 useofSikaair enniningaQerl!., HOW TO USE DOSAGE Addition ralasof3 -6fl.oZ./100lbs. (195 -390 mll100 kg) 01 cament are recornmendedtorgenera! ccnctetsapplleatJons
where normal senlng characteri8llcs are desired, MIXING Plastocrele 161 isaddedallheconcrel. plant, Maasurerequlredquantlty manually or by automated dispenser. Add into tne sandalthewelghhoppelorinlo
thewater line allhe batch plam, When u.edIn 􀀢􀀢􀁭􀁢􀁬􀁮􀀮􀁾􀁯􀁮with Qltler admlxtlJres. 􀁣􀁡􀁲􀁥􀁭􀁵􀁾􀁴􀁢􀁾taken to dispense each admil<lur...parale¥lnlolhemlx, Do nOI mix With dry
cement PACKACIING Plaatocrete iS1 is sopolfed in 55 gallon (208 liter) drums and bUlK delivery, STORAUEANDSHfiLF·LlFE Plastocrete 181 should be 􀁾􀁴􀁯􀁲􀁥􀁤􀁡􀁴􀁡􀁢􀁯􀁶􀁥􀀠3S'F (2'C),
If frozen, thaw and agitate thoroughlytorelurn ,onorma! stale before uss. Shelf life when stored In dry wafehouse oondl!lonsbetween50"Fand80'F(10'C27lJC) is one year minimum. CAUTION
SkInand eyeirritanr,avoid contact Theuse of NIOSH/MSHA approved reSPlrSlor, safety goggle, and rubber gio"". isrecommended,Avold breall1lng producr, Use with adequate veniliallon, Remove
conIaminoted clothing, I'I/fSTAID WQahsklnwlthsoapandwater.lnc4\Soof eyeconlact. ftushwi1h \Valerlor 15minutes: COnlact. physician, wash clothing belore 􀁲􀁥􀁾􀁵􀁳􀁥􀀬􀀠CLEANUP Contain
andcol!ectwitnabsorbenl material. Disposeofin accordance with local. 􀀮􀁴􀁡􀁴􀁥􀁡􀁮􀁤􀁦􀁥􀁤􀁥􀁲􀁡􀁬􀁲􀀮􀁧􀁵􀁩􀁡􀁾􀁯􀁮􀁳􀀬􀀠TYPICAL 􀁄􀀮􀀼􀁉􀀷􀁾􀀠FOR PL.<ISTOCR£T£ 1(,7 ABTM CERTIFICATION
ASTM C-494 Type A COtOR 8rown SPECIFIC GRAVITY I/I'1II1 1.17" 0,05 pH >8 CHLORIDES " <0,1 
"', ,", Water RedUCing and RetardIng Admixture (Types i1 &: DJ DESCRIPTION Piastlm9J11 is a wataMaduOlng and 􀁲􀁥􀁾􀀠larding admlx1ure, Plastimsm contains no calcium chlorlde or any
other 􀁉􀁮􀁴􀁥􀁮􀁾􀀠lionally added chlorides. Plastiment meels the requirements of ASTMC.494Types BandDand AASHTO M194 Types Band D. APPLICA TJON$ Plastimentie feCOMmended for use when·
ever high quaility concrete with predict· able and contro!led set times is deslrect. Usa In 'Iatwork and horitontal or vertical sllpform placements where e sUperior surtact3 finish is
reqvired. Ilt:JVlWTAGES Plasliment i. highly .lfoellv. In hot w&ather concreting to offeet the accele(ating efiects drtljgh ambient temperatures by controlfing ,the Mal 01 hydra· tion.
COtlCfete workability Is anhanced and a superior surface finfsh Is obtained. SENEFTTS .. In mass concrele pours Plastlment controls temperature (ise and reduces Ihe risk 01 thermal 􀁣􀁲􀁡􀁣􀁾􀁩􀁮􀁧􀀮
􀀠• Initial set times are delays." allowing time for proper placement and fInishIng 􀁷􀁾􀁨􀁯􀁵􀁴􀀠cold j";nts in hot weather conditions. .. Plastlment increases concrete den$ity and
delivers Increased early and ulti .. mate. \iornpflusive and fle>;:u(al strengths. .. For Iletwork appliCQlion9 PI.stimen! acts as a finishing aid, workability Is improved, bleeding
iscontrolled and a superior surface finish is obtained. .. Lower W!!.'er cement ratios provide decreased permeabifityano 􀁩􀁮􀁣􀁲􀁾􀁳􀁥􀁤􀀠durability. CombInation with other Admixture.:
PI.sllmenl works eNecllvely as a singlo adml:dure or in comblng:tion with other admixtures In the Sika System. HOW TO USE DOSAGE Addition rates of 2 • 4 fl. oz.l1 DO Ibs, (130·260 mil100
kg) cement are recommended for general concrete 􀁡􀁰􀁰􀁬􀁬􀁣􀁡􀁾􀀠(ions. Where extended 􀁲􀁾􀁴􀁡􀁲􀁤􀁡􀁴􀁪􀁯􀁮􀀠is required dosage maybe increased. Please con,acl your local Bike Repr.sent.,lve
for fnformation and assistance. MIXfNG Add Plastlmen, at the concrete plant. 􀁍􀀮􀁡􀁾􀁵􀁲􀁥􀀠required Quanlity manually or by automated di$pen.er. Add into the sand at the weigh hopper
or Inlo the water line at the batch plant. WhOn uSed in combination with other edmixtvr9s, oale must be laken to diSpense each aomixtur•••paralely Into ,he mi)<. Do no! mix with dry
cement. TYPICAL DArA FOR PLASTIMEiNT PACKAGING PI.stimen! is supplied In 56 gellon (208 liter) drums and bvlk delivery. STOFlAGEAN(}SHELF-Lff'E PI.sIiment should be stored al above 30'"
(:l'C). If frozen, thaw and agitate thofoughly to return 10 normal state belOte use. Sheff life when stored in dry warehouse condlllonebetw.en51JoF end60'F (10'C· 27°C) Is Ofle year
minimum, CAUTION Skin and eye Irrilanl; avoid contact. The use 01 NIOSH/MSHA approved respira' lOt•••'ety g0991e. and rubber glove. Is recommended. AvOid breathing 􀁰􀁲􀁏􀁤􀁵􀁯􀁾􀀠Use
with adequate ventilation. Remove con1armnaied elOthin9, RRSTAIC1 WaSh $kln with soap and water, 1n case 01 eye contact. flush with water lor 15 minute'S; COhla¢t a physiCian. Wash clotfl..
Ing oofore Ie-use. CLEANUP Conlairi and colleclwithabsorbentmaleria!. Dtspose 01 in accordance wHh focal, :state and federalregufatlons ASTMCI!F1T1F1CATION ASTM C·494 Type. Band D COLOR
Yellow/Green SPECTFIC SF/A VITY gtmT 116 * 0.• pH >6 CffLORIDES % <0.1 
:",' . , ' Extended Slump ute High Range Water Reducer (Types A & F) DESCRIPTION Sikamelll 10 ESL IS a high range waler '(educerllnct Sllperplas:llcizsr formulated to provide e,xtended
slump life. Sillam.nl 10 ESL is • unique formaldahyde-tra. prodvcl based on a vinyl copofymer.IHsanonair-en1rainingadmlx.turs that doas not interfere 􀁷􀁾􀁨􀀠lh. air-void syslem In the
concrete matrix, Sikament 10ESL does ooteont.in formaldahyde, calcium Chloride or any oTher IntentloMlly added chlorid •• and will not initiate Of promote the corrosion or steel present
in thG concrete. Sikamenll0 ESL m.ets the requirements lorASTMC-494TypesAandF and AASHTO M-1S4 Type. A and F, APPUCATIONS SlkamentlO ESL maybe used as a plant added, ready mix or precest.
high range water (educer to obtain desired plastIcIty and maintain slUmp for up to \Wo hours. Contro[Jed set tlm9s make Sikamenl10 ESLidealtorhorizontal and Vertical Sliplorm applications.
ADVANTAGES WaterRedUCllon; When vssd as $ high range water reducer up to 30% weIer reduction canbe obtained with Siksmenl 10 ESL because 01 tho polymer Improved cement hydratlonefliclancy,
High Plasticity: The superplaslielzingactiOn Of 􀁓􀁩􀁾􀁭􀁥􀁲􀀮􀀱􀀱0 ESL prOVides hlgh-slumpflowingconcrele withexcollsn1WOrkebilitylhaimaybe placeo with minim91 vibrallon even at very
low water cement ratiols. Sikement 10 ESl plasticized concrele is highly fluid while maintaining complete cohesion withIn lh'$ 􀁣􀁯􀁮􀁣􀁦􀁴􀁾􀁴􀁥􀀠malriX to eUmlnateexcessive bleeding
Of segregatlon, Ext9nded Slump Ufe and Set Control: $Ikamcnt 10 eSL he. been formUlated 10 provide conlrQllod and predlclablo extended S1ump Iile for periodS ot 60 to 120 I'ninu:cs with
t1()rrml sel times. BENEFITS Tf'\e c(Jrnt)lneCi rl54h mn!Je watcr reduction Qf'ld t\upcrplflstici/ing aCtion t>r 􀁓􀁩􀁾􀀮􀁭􀁥􀁮􀁬􀀠10 ESL provido the following belltlli!t; In 􀁦􀁩􀁥􀁲􀁴􀁩􀁾􀁬􀁬􀁵􀁤􀀠
concrete: • Higher (un!)' COmprQsSive sireng\hs for earlier fernovtll 01 forms and s!rut;!\.lrl'!ll use 01 concrQIC. .. Higher ultimale wenglhs allow jor greater engineering design 􀁦􀁬􀁥􀁾􀁩􀁬􀁬􀁩􀁬
􀁩􀁬􀁹􀀠and structural economIes. .. Reduced watef cemsnt ratios producs more du.rable, densa concrete with reduced permeability, .t. Highly aUective plesiiellar reduces surr.ce detects
In cancrate elements end Improves aesthellc appearance. Comblnallon with other admixtures; Sikamenl 10 ESL i. highly effective as single 􀁾􀁤􀁭􀁩􀁸􀁴􀁵􀁴􀁥􀀠or in combInation with oth.r
admixtures in Iho Sika System, Oomblnallon with mioroslllca: Slk.ment 10 ESL i$ p.rlicularfy well suited for USQ 􀁷􀁩􀁾􀁨􀀠microslUca because of Il$ water reduclion capab1lity and superior
slump control. HOW TO USE AOOlRONI1ATE5 Dosage rates will ve.ry according to mater!als vsed. ambient condliions and the requirements Of a specific project. Sika recommends dosage 016-20
II, oz, per 100 Ibs, (390-1300 ml/loa Kg) of cement for genera! concrete t:l.pplications. Dosage r3tes outside the recommended range may be used l;lhere specialized maharials such as
mlcrQ-sltioa a.re spec!'" lied, extreme ambient conditlons Sfe encountered or l}nl}sua! proJac\ conditions requlrespl;cialconstdere.llon. Please cootact yourSika representative for more
information and asslstapce. MIXING For best svperplestlclz"Q results, add Sikament 1 0 ESLdirectlylo freshly mixed concrere in the conereleml,ar al the end of the balching cycle, Sikament
iO ESL may also be dispensed 88 an Integral mate(ial during the regular admixture batchlng eyclo, or Inlo freshly 􀁲􀁮􀁩􀁾􀁥􀁤􀀠concrete in a Ready-Mix truck a.t the concrete plant or
9t the jobslte, To optimize the 􀁓􀁕􀁐􀁑􀀡􀁰􀀡􀁡􀁳􀁾􀁩􀁣􀁩􀁺􀁩􀁮􀁧􀀠offget, aft.r tho addi1ion Sikamantl0 ESL Sii<a recommends that the combined materials be mixed for aO-1 DO revofvtions
or approximately 6 minutes: eitt'ie:r in the concrete mixer or In the 􀁾􀁥􀁑􀁬􀁤􀁹􀀭􀁍􀁬􀁸􀀠Iruck, PACKAGING SikamentlO ESL Is available in 55 gallon (20Blil;r) drvms and Dulk delivery,
STORAGEANOSHELF-LIFE Sik.menl 10 ESL should be stored at allev. 35'F (2·0), If Ilozen, thaw and agitate thoroughly to rl1lurn 10 normal state, Shelf lif. when S10red in dry warehouse
condillons 􀁢􀁥􀁴􀁷􀁥􀁾􀁮50'F 2nd eO'F (1 O·C -27"C) 1S on9 year minImum. CAUTION Skin and eye irri1ant: avoid contact. The us. ot NI06HI MSHA approved r ...plra· tor, sate1y goggle.
and rubber gloves Is recomr(lended. Avoid bteathing product Use WIth adequats van\ilation. Remove contaminated clothing, FIRSTAIO Wash 􀁾􀁩􀁮wilh soap and water, in caS6 of eye contact
flush wflh wati;!r lOr '5minlJ{es: contact a phySician, Wash clothing belore ra-use. CLEANUP Conlaln and colleclwith abSOlbent mal.tlal. Dispose o' in accordance wllh local. slai. anI;!
federal regulations. COLOI'! Siorm PH eHLORIPES," <0,1 
-1341 West Mockingbird Lane. Dalias, Texas 75247.972.647.6700. www.txLcom August 23,2004 Texas Standard Construction P.O. Box 210768 Dallas, TX 75211 Attn: Mr, Shennan Griffith RE: Paving
Repair Addison Airport 8225 9669 '\ LL-!'VICJ.--f' ..J 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 TXI. 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 provisions
ofC 94, and evaluated in accordance with applicable provisions ofthe ACI Building Code. TXI would like to be included on your mailing list to receive all test reports. ASTM C 94 entitles
a manufacturer to receive copies ofall test reports when strength ofconcrete is used as a basis for acceptance. Contact us ifyou have any questions or require any additional information.
Please notify TXI of approval ofthe 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 ofthis letter, after approval, to the above referenced project to be used by the person ordering the concrete for this job. The information contained in
this submittal is confidential and the exclusive property of TXI. It cannot be copied, duplicated or disclosed to third parties without the expressed written consent ofTXI. Sincerely,
􀁾􀁾􀀠 Manager -Q.A.lQ.C. 
GENERAL NOTES 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 of 8.0 sack grout is
recommended for lubrication. In the case of strength concrete, equivalent strength grout should be used ifthe 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 and/or layout configuration changes, mix design modifications may be required to assure strength and pump ability
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 ofboom configuration
or free fall discharge from hose. To ensure minimum air loss when pumping, maintain a continuous flow of concrete through the entire length ofpipe and do not subj ect concrete to free
fall. 7. The term "pumpable concrete" refers to concrete which is capable ofbeing 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 referenced in section 8.1 of ASTM
Specification C 330. Unless otherwise indicated, when the concrete temperature at point ofplacement exceeds 90 degrees Fahrenheit, TXI will guarantee the strength performance ofthe 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. Unless otherwise indicated, strength ofplain concrete guaranteed up to a maximum placement temperature of 85 degrees Fahrenheit. We are enclosing all available
back up data for the referenced mix design(s). Ifthe strength information is not available, or is insufficient, confirmation tests may have to be conducted by your laboratory. 
TXI PROPRIETARY AND CONFIDENTIAL Paving Repair Addison Airport Mix#: 8225 Description: 611# ADMIX/ABA 1.5"CS Strength: 4500 psi (iii 28 Days HAND PLACED PAVING (CLASS P-2) (NON-PUMP)
Maximum Size Coarse Aggregate: 1 112 -3/4" CRUSHED STONE Maximum Water/Cement Ratio: 0.422 Ibs/lb CementiCementitious Content: 611 Ibs (per cubic yard) Design Slump: 3.00 inches Air
Entraining Agent: ASTMC-260 Admixture: ASTM C-494 Type A or D MATERIAL QUANTITIES PER 1.0 CUBIC YARD AT S.S.D 4891bs. ASTM C 150 TYPE IIII CEMENT 1221bs. ASTM C 618 FLY ASH 8001bs. 1
1/2 -3/4" CRUSHED STONE 1200 Ibs. 1" -#4 CRUSHED STONE 10531bs. CONCRETE SAND 2581bs. or 31.0 Gallons ofWater 2.0 to 4.0 ozlcwt ofASTM C-494 Type D Specified Air Content: 3.0% -6.0%
Placement Slump: 3.00 +or -1.00 inches Mix Design Proportions and specifications are confidential and proprietary trade secrets ofTXI. .Any Use or dissemination without permission is
a violation offederal criminal law. Page 3 
TXI PROPRIETARY AND CONFIDENTIAL Paving Repair Addison Airport Mix #: 9669 C .... 􀁾􀀤􀀠-M Description: 8.00SK NCAJADMIXIAEA l.5"CS PAVlNG -EARLY STRENGTH AS REQUIRED Maximum Size Coarse
Aggregate: 1 1/2 -3/4" CRUSHED STONE Maximum Water/Cement Ratio: 0.355 Ibsllb CementlCementitious Content: 752 lbs (per cubic yard) Design Slump: 3.00 inches Air Entraining Agent: ASTMC-260
Admixture: ASTM C-494 Type A or D MATERIAL QUANTITIES PER 1.0 CUBIC YARD AT S.S.D 752 lbs. ASTM C 150 TYPE Jill CEMENT 730 lbs. 1 112 -3/4" CRUSHED STONE 1097 lbs. 1" -#4 CRUSHED STONE
1126 lbs. CONCRETE SAND 2671bs. or 32.0 Gallons ofWater 20.0 to 60.0 ozlcwt ofASTM C-494 Type C 2.0 to 4.0 ozlcwt ofASTM C-494 Type A Specified Air Content: 3.0% -5.0% Placement Slump:
3.00 + or -1.00 inches HIGH-EARLY STRENGTH NOTES: 1) Obtain ALL strength specimens at the point ofplacement. 2) Test specimens used for in-place early strength determination should be
cured in a manner as close as possible to the in-place concrete. Utilization of insulated blankets or an insulated curing box is highly recommended. Hydration ofportland cement is a
temperature sensitive chemical reaction. In-place concrete generally develops and maintains substantially more heat than 6"xI2" test cylinders. The difference in magnitude between in-place
strength and the measured strength of6"xI2" cylinders increases as ambient temperatures decrease. Standard test cylinders used for 7 and 28 day evaluation should still be cured in strict
accordance with ASTM C 31. Mix Design Proportions and specifications are confidential and proprietary trade secrets of TXI. Any Use or dissemination without permission is a violation
offederal criminal law. Page 4 
TEXAS INDUSTRIES CONCRETE DESIGN EY.ALUATION Date: 09/23/04 􀁾􀁾􀀠Statistics Compiled From Independent Laboratory Test Specimens •• Mix Number: 8225 Strength: 4500 psi @28 Days 28 Day
Test Data Test Type: COMPRESSIVE 􀁄􀁥􀁳􀁣􀁲􀁩􀁰􀁴􀁩􀁯􀁮􀀺􀁁􀁓􀁾􀀠C 39 Compressive Strength Temperature Test Number Date Plant Number (Fahrenheit) Ambient Concrete Placement Slump(in)
Percent of Air -------PSI 1 28 Day PSI 2 -------PSI AVG Cumulative Average Moving Avg of 3 Range 1 01/23/04 ,7 65 68 2.50 NfA 6190 6190 6190 6190 o 2 01/23104 38 " 6, 5.00 5.9\ 5660
5730 5695 5943 70 3 01/29/04 38 50 56 6.00 8.5% 5120 4930 5025 5637 5637 190 01/30/04 38 30 49 4.50 4.5\ 5630 5700 5665 5644 5462 70 5 02/10/04 38 '6 56 5.75 8.0% 5660 5360 5510 5617
5400 300 6 02/18/04 " " 59 6.00 NfA 4680 4630 4655 5457 5277 50 7 02/19/04 ,7 70 68 3.50 6.0\ 6050 5960 6005 5535 5390 90 8 02/19/04 '6 73 67 5.00 8.0% 4790 4940 4865 5451 5175 150 9
02/20104 '7 50 66 2.50 5.2% 6060 5970 6015 5514 5628 90 10 02/20/04 ,7 6, 72 2.50 5.5% 6810 6790 6800 5643 5893 20 11 02/23/04 " 62 68 2.50 5.0% 7420 7200 7310 5794 6708 220 12 02/26/04
'0 " 67 3.00 4.2% 6300 6080 6190 5827 6767 220 13 02/27/04 '0 70 68 3.25 5.4% 5300 5500 5400 5794 6300 200 14 02/28/04 6' 5.50 NfA 4730 4670 4700 5716 5430 60 15 02/28/04 13 '5 58 5.00
NfA 5370 5320 5345 5691 5148 50 16 02/28/04 13 63 69 5.25 NfA 5030 5130 5080 5653 5042 100 17 03/01/04 " 67 6' 5.00 5.5\ 6870 6800 6835 5723 5753 70 18 03/02/04 '2 71 69 3.00 5.9\ 6660
6290 6475 5764 6130 370 19 03/05/04 '0 81 75 2.50 5.5% 5850 5790 5820 5767 6377 60 20 03/08/04 '7 71 74 3.50 4.5% 5250 5430 5340 5746 5878 180 21 03/16104 38 72 4.60 NfA 5840 5650 5745
5746 5635 190 22 04101/04 67 66 3.75 5.5% 5260 5460 5360 5728 5482 200 23 04/07/04 38 75 77 3.75 4.8\ 5680 5730 5705 5727 5603 50 2' 04/15104 78 4.00 5.3% 5030 5100 5065 5700 5377 70
25 04/15/04 72 3.25 5.7% 4900 4830 4865 5666 5212 70 26 04/20/04 66 76 3.00 6.0% 5540 5500 5520 5661 5150 '0 27 04/30/04 '2 90 94 3.00 5.2% 6250 6220 6235 5682 5540 30 28 05/03/04 '0
76 82 3.20 4.0% 4720 4810 4765 5649 5507 90 29 05/04/04 '2 80 80 2.50 5.5% 5940 5890 5915 5658 5638 50 30 OS/25104 38 73 77 4.00 NfA 6540 6590 6565 5689 5748 50 *** Averages *** 6' 67
3.89 5.6% 
COMMENTARY OF STATISTICAL EVALUATION OF CONCRETE DESIGN RESULTS Mix Num:8225 Strength: 4500 psi @28 Days Paragraph 5.5 of ACI 318-02 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 strength has been calculated using a standard deviation calculated
in accordance with ACI 318-02 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) =: 4500 + 1. 34 ( 685 ) = 5417 F'cr = F'e + 2.33(SD)
500 = 4500 + 2.33{ 685 ) -500 = 5595 􀁓􀁾􀁙OF STATISTICAL ANALYSIS 28 Day Test Data Data Number of Tests ......................... . 30 Maximum Value ........................... . 7310
psi Minimum Value ........................... . 4655 psi Range ................................... . 2655 psi Average Strength........................ . 5689 psi Standard Deviation...................
... . 685 psi Required Average Strength to satisfy minimum probability conditions of ACI 318-02 Section 5.3.2.1 .............. . 5595 psi Design excess beyond code requirements .. .
94 psi 
MIDLOTHIAN CEMENT· 245 Ward Road· Midlothian. Texas 76065 • www.txLcom SPECIFICATIONS Portland Cement Type 1111 (Low Alkali) A.S.T.M. C150-02a Bin Number ICar Number Tons ii8i9'of Sampling
June-2004 Monthly Average I I , CHEMICAL REQUIREMENTS Silica Oxide. Minimum Percent Alumina Oxide, Maximum Percent Iron Oxide, Maximum Percent MaQnesia Oxide, Maximum Percent S03 (C3A
less than 8%), Maximum Percent Loss on Ignition, Maximum Percent 'Insoluble Residue. Maximum Percent :Tricalcium Aluminate. Maximum Percent OPTIONAL CHEMICAL REQUIREMENTS Total Alkalies,
Max. % (Na20 equiv.) PHYSICAL REQUIREMENTS ISpecific surface. Blaine Minimum (m'/kg) ,Gillmore, Initial Set, Minimum (Minutes) I Gillmore, Final Set. Maximum (Minutes) :Vicat. IMinimum
(Minutes) :rnitial Set IMaximum (Minutes) Air Content. Volume, Maximum Percent Autoclave Exeanslon, Maximum Percent Minimum Compressive Strengths 3 Day 7 Day ASTM SPECIFICATION 20.0
6.0 6.0 6.0 • 3.0 0.75 8.0 0.60 280 60 600 45 375 12 0.80 MPa psi 12.0 1740 19.0 2760 TEST RESULTS 21.0 4.2 3.7 1.1 3.0 1.1 0.18 5 0,48 359 176 284 96 7 -0.01 MPa psi 25.2 3661 30.8
4474 , 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 true and correct. Subscribed and sworn to before me on this date: 07/13/04 • See ASTM C1 50 Table 1, Footnote D. Certified to NSFIANSI61 
􀁾􀁾􀁇iRESOURCES, INC. IS() 􀁒􀁾􀀬Inc. =tifi..tlJat, to the best ofits knowledge, the test data liSll!d Ilerein WBS general%xI by applicable ASTM methods and llII>ItS requirements ofASlM
C-618 and AASH:TO M·295 and TX, oor DM8-8900 Report or flY Alb Welsh Plant. C!l!9l!' Ipa. Unit #1 DATE: February 16, 2004 LABORATORY NUMBER: WELSH·l·12l26/03 MIRF#91 CA COMPOSITE DATE
I J/27/03 -12126/03 ASTM C..(il8-03 TX. DOT DMS-8900 Sl'EClFICATIONS SPECIFICATIONS CHEMICAL ANALYSIS CLASS C CLASS F TYPE C TYPE F Silicon Dioxide (SiOl) 33,95 18.66 5,84 58.45 50 Min,
70 Min, 50 Min 70 Min, Magnesium Oxide (MgO) 6.19 Sulfur Trioxide (SO,) 2,51 5,0 Max, S.O Max. 5,0 Max. 5,0 Max. Moisture Content 0.08 3.0 Max, 3,0 Max. 2.0 Max, 2.0 Max, Loss On Je;nitioo
0,)3 6,0 Max, 6,0 Ma><, 3.0 Max, 3.0 Max. Available Alkalies as Na,O 1.59 A UMax. Al.SMax, Calcium Oxide (CaO) 27.67 PHYSICAL ANALYSlS Finene;ls: Amount retained OIl 325 si""e % 17,17
34% Max. 34% Max, 30O/.,Max, 30%Max, 􀁷􀁾Requirement, % COlItrol 96% 105%Ma:x: 105%Max lOO"/oM"", 100%Max Specific Gravity 2.76 Autoclave El<plUIsiOll, % +0,09 0.8%Max 0.8%Max 0.8%Max
O.8%MlIX Strength Activity Index With Portland Cement, 7 Day 97% 75% Min. 75% Min, 7S% Min, 75% Min. • Applicable only when requiIed by purchaser. 􀁁􀁾􀀢􀀧􀀭Company 􀁎􀁁􀁾􀁕r;;;r;;gl1t1
p.o, &. 38, Thompto"'. TX n4ll1 .00'.p"""", 􀁻􀀲􀁁􀁉􀀩􀁊􀁾􀀳􀀮􀀰􀀰􀀷􀀹􀀠..., (lSI) 34J.OSn 
Grace Construction Prod ucts W.R. Grace & Co. Conn.GRACE 4323 Crites Street Houston, TX 77003 713-223-8353 wlMN.graceconstruction.com 1/19/2004 Victor H. Villarreal TXI Operations, LP
1341 W. Mockingbird Lane Dallas, Texas 75247 Project Name: All Projects Product Selected: MIRA® 85 This is to certify that the MIRA® 85, a(n) Mid-Range Water Reducer, as manufactured
and supplied by Grace Construction Products, W.R. Grace & Co. -Conn., is formulated to comply with the Specifications for Chemical Admixtures for Concrete, ASTM: C494, Type A, F AASHTO:
M194, Type A. F. MIRA® 85 does not contain calcium chloride or chloride conlaining compounds as a functional ingredient. Chloride ions may be present in trace amounts contributed from
the process water used in manufacturing. The foregoing is in addition to and not in substitution for our standard Conditions of Sale attached. 􀁊􀁾􀂣􀀴􀁾􀀠Fred E. Hightower South Western
Region Technical Services Manager 
'. . i Grace Construction Products . ' . . ! W.R. Grace & Co. -Conn.GRPJCE_ .' M_:" ' 4323 Crites Street Houston, IX 77003 713-223-8353 www.graceconstruction.com 1/19/2004 Victor H.
Villarreal TXI Operations, LP 1341 W. Mockingbird Lane Dallas, Texas 75247 Project Name: All Projects Product Selected: WRDA® with Hycol® This is to certify that the WRDA® with Hycol®,
a(n) Water Reducer, as manufactured and supplied by Grace Construction Products, W.R. Grace & Co. -Conn., is formulated to comply with the Specifications for Chemical Admixtures for
Concrete, ASTM: C494, Type A, D AASHTO: M194, Type A, D. WRDA® with Hycal® 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 manufacturing. The foregoing is in addition to and not in substitution for our standard Conditions of Sale
attached. Fred E. Hightower South Western Region Technical Services Manager 
Grace Construction Products W,R. Grace & Co, -Conn,GRACE 4323 Crites Street Houston, TX 77003 713-223-8353 www.graceconstruction.com 1/19/2004 Victor H, Villarreal TXI Operations, LP
1341 W. Mockingbird Lane Dalias, Texas 75247 ' Project Name: All Projects Product Selected: Daravair® 1000 This is to certify that the Daravair® 1000, a(n) Air-Entraining ''''gent, as
manufactured and supplied by Grace Construction Products, W,R. Grace & Co. -Conn" is fonmulated to comply with the Specifications for Chemical Admixtures for Concrete, ASTM: C260 AASHTO:
M154. 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 manufacturing. The foregoing is in addition to and not in substitution for our standard Conditions of Sale attached, Fred E, Hightower South Western Region T achnical
SaNices Manager 
Grace Construction Products W.R. Grace & Co.-Conn. GRACE 4323 Crites Street P.O. Box 2585-77252 Houston, TX 77003 713-223-8353 http://www.gcp-grace.com March 3, 2003 TXI 1341 West Mockingbird
Lane Dallas, TX 75247 To Whom It May Concern: This is to certify that POLARSET®, a non-corrosive, non-chloride, set-accelerating admixture, as manufactured and supplied by Grace Construction
Products, W. R. Grace & Co.-Conn., is formulated to comply with the Specification for Chemical Admixtures for Concrete, ASTM: C 494, Type C, (AASHTO M 194, Type C). POLARSET® 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. Sincerely, Fred Hightower Technical Services Subscribed
and sworn to, before me, this 3rd day of March, 2003, 􀁾􀁾􀁾􀁾􀀮􀁾􀁣􀀧􀀮􀁾􀀭􀀻􀀻􀀿􀀠Notary Publi My commission expires: /trqA...:r7 
TEXAS INDUSTRIES QUALITY CONTROL DEPT. AGGREGATE SIEVE ANALYSIS Date: 411512004 Production Facility: TXI -BRIDGEPORT, TEXAS Designation: C 33 (No. 467) Grading DeSignation: ASTM C-33
1.5" -#4 Project: Sample Location: I SIEVE SIZE 2.0" _1.5" 1.0" 􀁾.. 􀁾􀁵􀀠31B" #4 #8 #10 #16 #30 #40 #50 #100 #200 PANWT. CUMULATIVE CUMULATIVE CUMULATIVE WT. RETAINED % RETAINED %
PASSING 4.65 95.35 97.02 2.98 63.00 37.00 99.64 0.36 71.BO 28.20 99.98 0.02 REQUIRED SPECIFICATION % RETAINED % PASSING 0-5 95 -100 30-65 35 -70 70-90 10-30 95 -100 0-5 , ! ! DECANT
100% of tests: 1 Size: 467 PLANT: BRIDGEPORT Job: -*ALL JOBS*-*
TEXAS INDUSTRIES QUALITY CONTROL DEPT. AGGREGATE SIEVE ANALYSIS Date: OB/12/2004 Production Facility: TXI MILL CREEK Designation: Grading Designation: ASTM C-33 1" -#4Project: *****ALL TESTS***** Sample Location: SIEVE SIZE CUMULATIVE WT. RETAINED CUMULATIVE % RETAINED CUMULATIVE % PASSING REQUIRED % RETAINED SPECIFICATION % PASSING 2.0" 1.5" 0 100
0 100 1.0" 3.40 96.60 0-5 95 -100 %" 24.B7 75.13 }411 61.00 39.00 40 -75 25 -60 3/B" 79.06 20.94 #4 95.66 4.34 90 -100 0-10 #B 9B.73 1.27 95 -100 0-5 #10 #16 #30 #40 #50 #100 #200 PANWT.
Fineness Modules: 1.9 Decant: 0.B5% 100% of 6 tests: Size: 57 PLANT: TXI MILL CREEK Job: *******ALL JOBS·****·* 
TEXAS INDUSTRIES QUALITY CONTROL DEPT. AGGREGATE SIEVE ANALYSIS Date: 07/07/2004 Prod uction Facility: TXI BELL SAVOY (WADE) Designation: Grading Designation: ASTM C-33 FINE AGG, Project:
*****ALL TESTS",*U>l Sample Location: SIEVE SIZE CUMULATIVE WT, RETAINED CUMULATIVE % RETAINED CUMULATIVE % PASSING REQUIRED % RETAINED SPECIFICATION % PASSING 2,0" 1.5" 1.0" %" !!;e"
3/8" 0,00 100,00 0 100 #4 2,19 97.81 0-5 95 -100 #8 10,67 69.13 0·20 80 ·100 #10 #16 20.64 79,36 15· 50 50-85 #30 41.41 58.59 40 -75 25 -60 i #50 77.77 22.23 70 ·90 10 -30 ! #100 96,23
3,77 90·96 2 ·10 #200 99,56 1.44 PANWT, Fineness Modulus: 2,5 M. C. Decant S. E. 100% of tests: 26 Size: 33 PLANT: TXt BELL SAVOY Job: ••••...ALL JOBS·..•..• 
-1341 West Mockingbird Lane. Dallas, Texas 75247 • 972.647.6700. www.txLcom August 23, 2004 Texas Standard Construction P.O. Box 210768 Dallas, TX 75211 Attn: Mr. Shennan Griffith RE:
Paving Repair Addison Airport 8225 9669 '\ C.l-I'Y\ 􀁥􀀮􀁌􀀭􀁾􀁦􀀧􀀠..J The attached concrete mix designs utilizing the appropriate ASTM C-33 or ASTM 􀁃􀁾􀀳􀀳􀀰􀀠aggregate are proposed
for use on the above referenced project for ready-mixed concrete to be furnished by TXl. 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 provisions ofC 94, and evaluated in accordance with applicable provisions ofthe ACI Building Code. TXI would like to be included on your mailing list to receive all test reports.
ASTM C 94 entitles a manufacturer to receive copies ofall test reports when strength of concrete is used as a basis for acceptance. Contact us ifyou have any questions or require any
additional infonnation. Please notify TXI ofapproval ofthe 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 ofthis letter, after approval, to the above referenced project to be used by the person ordering the concrete for this job.
The infonnation contained in this submittal is confidential and the exclusive property of TXI. It cannot be copied, duplicated or disclosed to third parties without the expressed written
consent of TXt. Sincerely, 􀁾􀁾􀀠 􀁖􀁩􀁃􀁾􀁾􀁾􀀠 Manager -Q.A.lQ.C. 
GENERAL NOTES 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 of hose for strength guarantee to be valid. 4. To prime pump lines, a minimum of 8.0 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 and/or layout configuration changes, mix design modifications may be required to assure strength and pump ability
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 ofboom 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 "pump able 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 "pump able concrete" does not relate to concrete proportioned in a particular manner or containing a specific
type ofproduct. Strength oflightweight mix designs valid provided strength specimens are air cured in accordance with ASTM Test Method C 567-01, as referenced in section 8.1 of ASTM
Specification C 330. Unless otherwise indicated, when the concrete temperature at point of placement 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 minutes from batch time. Unless otherwise indicated, strength ofplain concrete guaranteed up to a maximum placement temperature of 85 degrees Fahrenheit. We are enclosing
all available back up data for the referenced mix design(s). Ifthe strength information is not available, or is insufficient, confirmation tests may have to be conducted by your laboratory.

TXl PROPRIETARY AND CONFIDENTIAL Paving Repair Addison Airport Mix#: 8225 Description: 61l#ADMIXlAEA I.5"CS Strength: 4500 psi (oJ 28 Days HAND PLACED PAVING (CLASS P-2) (NON-PUMP) Maximum
Size Coarse Aggregate: 1 112 -3/4" CRUSHED STONE Maximum Water/Cement Ratio: 0.4221bsnb CementlCementitious Content: 611 Ibs (per cubic yard) Design Slump: 3.00 inches Air Entraining
Agent: ASTMC-260 Admixture: ASTM C-494 Type A or D MATERIAL QUANTITIES PER 1.0 CUBIC YARD AT S.S.D 489 Ibs. ASTM C 150 TYPE III1 CEMENT 1221bs. ASTM C 618 FLY ASH 800 Ibs. 1 112 -3/4"
CRUSHED STONE 1200 Ibs. 1" -#4 CRUSHED STONE 10531bs. CONCRETESAND 258 Ibs. or 31.0 Gallons ofWater 2.0 to 4.0 oz/cwt ofASTM C494 Type D Specified Air Content: 3.0% -6.0% Placement Slump:
3.00 +or -1.00 inches Mix Design Proportions and specifications are confidential and proprietary trade secrets ofTXI. Any Use or dissemination without permission is a violation offederal
criminal law. Page 3 
TXl PROPRIETARY AND CONFIDENTIAL Paving Repair Addison Airport Mix #: 9669 c: .... ,'1·iS '(1'\ Description: 8.00SK NCNADMIXJAEA 1.5"CS PAVING -EARLY STRENGTH AS REQUIRED Maximum Size
Coarse Aggregate: 1 112 -3/4" CRUSHED STONE Maximum Water/Cement Ratio: 0.355 lbs/lb CementlCementitious Content: 752 lbs (per cubic yard) Design Slump: 3.00 inches Air Entraining Agent:
ASTM C-260 Admixture: ASTM C-494 Type A or D MATERIAL QUANTITIES PER 1.0 CUBIC YARD AT S.s.o 752 lbs. ASTM C 150 TYPE IIII CEMENT 7301bs. 1 lI2 -3/4" CRUSHED STONE 1097 lbs. 1" -#4 CRUSHED
STONE 1126 lbs. CONCRETE SAND 2671bs. or 32.0 Gallons of Water 20.0 to 60.0 ozlcwt ofASTM C-494 Type C 2.0 to 4.0 ozlcwt ofASTM C-494 Type A Specified Air Content: 3.0% -5.0% Placement
Slump: 3.00 + or -1.00 inches HIGH-EARLY STRENGTH NOTES: 1) Obtain ALL strength specimens at the point ofplacement. 2) Test specimens used for in-place early strength determination should
be cured in a manner as close as possible to the in-place concrete. Utilization ofinsulated blankets or an insulated curing box is highly recommended. Hydration ofportland cement is
a temperature sensitive chemical reaction. In-place concrete generally develops and maintains substantially more heat than 6"xI2" test cylinders. The difference in magnitude between
in-place strength and the measured strength of6"xI2" cylinders increases as ambient temperatures decrease. Standard test cylinders used for 7 and 28 day evaluation should still be cured
in strict accordance with ASTM C 31. Mix Design Proportions and specifications are confidential and proprietary trade secrets ofTXl Any Use or dissemination without pennission is a violatiQll
offederal criminal law. Page 4 
TEXAS INDUSfRIES CONCRETE D£StGN EVALUAT:tctt 􀁄􀁡􀁴􀁾􀀡􀀠08/23/04 •• Statistics Compiled From Independent Laboratory Test Specimens *t Max Number: 8225 Strength: 4500 psi @28 Oays 28
Day Test );)ata Test Type: COMPRESSIVE 􀁏􀁑􀀤􀁣􀁲􀁾􀁰􀁴􀁩􀁯􀁮􀀺􀁁􀁓􀁾􀀠C 39 ComprQssive Strength TCJP:perature Test Number Dat. Plant Nu:l\ber (Fahrenheit) Ambient Concrete Placement
Slump(in) Percent of Air -------PSI 1 28 Day PSI 2 -------PSI AVG cumulative Average Hoving Avg of 3 Range 1 01/2310' " 65 6B 2.50 N/A 6190 6190 6190 5190 o 2 01/23104 38 55 6. 5.00
5.9% 5660 5130 5695 5943 7D 3 01129/04 3B 50 56 6.00 8.5\ 5120 􀀴􀁾􀀳􀀰􀀠5025 5637 5637 190 , 01/30/04 3B 30 '9 4.50 4.5% 5630 5700 5665 5644 5402 10 5 , 02/10/04 02/18/04 38 .. " 43
56 59 5.75 6.00 8.0% N!A 5660 4680 5360 4630 5510 4655 5617 5457 5400 5277 300 50 7 02/19/04 47 70 66 3.50 6.0\ 6050 5960 6005 5535 5390 90 B 02/19/04 .6 73 67 5.00 8.0% 4790 4940 4865
5451 5175 150 9 02120/04 " 50 66 2.50 5.2% 6060 5970 6015 5514 562B 90 10 02120/04 " 64 n 2.50 5.5% 6610 6790 6600 5643 5893 20 11 02/23/04 43 62 68 2.50 5.0\\; H20 1200 7310 5794 6708
220 12 02/26/04 '0 53 67 3.00 4.2\ 6300 60BO 6190 5827 6767 220 13 02127/04 ,0 70 6B 3.25 5.n 5300 5500 5400 5'HH 6300 200 14 02/28/04 " 5.50 N/" 4730 4670 4700 5716 500 60 15 02128/04
13 05 5B 5.00 N/A 53'10 5320 5345 5691 '5146 50 16 17 02/28/04 03/01/04 13 43 63 67 59.. 5.25 5.00 NIA 5.5% 5030 6870 5130 6800 5080 6835 5653 5723 5042 5753 100 70 18 03/02104 '2 71
69 3.00 5.9% 6660 6290 6475 5764 £130 370 19 03/05/04 '0 81 75 2.50 5.5\\; 5650 5190 5820 5767 6377 60 20 03/08/04 " 71 " 3,50 4.5\\; 5250 5430 5340 5746 5878 lBO 21 03/16/04 3B 72 •
4,60 N/A 5840 5650 5745 5746 5635 190 22 04/01/04 67 66 3,75 5.5' 5260 5460 5360 5728 5482 200 23 04/07/04 3B 75 77 3.75 4. 8% 56BO 5730 5705 5727 5603 50 2. 04/15/04 78 4.00 5.3% 5030
5100 5065 5700 5377 70 25 04/15/04 72 3,25 5.7% 4900 4630 4865 5666 5212 70 26 04/20/04 66 76 3.00 6,0% 5540 5500 5520 5661 5150 40 27 04/30/04 .2 90 9< 3.00 5.2' 6250 6220 6235 5682
5540 30 2B 05/03/04 '0 76 .2 3.2;0 4.0% 4'120 4810 4765 5649 5507 90 29 05/04/04 42 BO BO 2.50 5.5% 5940 5890 5915 5658 5638 50 30 05125/04 3B 73 " 4.00 NfA 6540 6590 6565 56B9 SHe 50
.** Averages *** 67 3.89 5.6% 
COMMENTARY OF STATISTICAL EVALUATION OF CONCRETE DESIGN RESULTS Mix Num: 9225 Strength: 4500 psi @28 Days Paragraph 5.5 of ACI 318-02 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 strength has been calculated using a standard deviation calculated
in accordance with ACI 318-02 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) :::::::: 4500 + 1. 34 ( 685 ) = 5417 F'cr = F'c
+2.33(SD) 500 = 4500 + 2.33( 685 ) -500 = 5595 SUMMARY OF STATISTICAL ANALYSIS 29 Day Test Data Number of Tests ......................... . 30 Maximum Value ...........................
. 7310 psi Minimum Value ........................... . 4655 psi Range................................... . 2655 psi Average Strength........................ . 5689 psi Standard Deviation.............
......... . 685 psi Required Average Strength to satisfy minimum probability conditions of ACI 318-02 Section 5.3.2.1 .............. . 5595 psi Design excess beyond code requirements
.. . 94 psi 
MIDLOTHIAN CEMENT' 245 Ward Road. Midlothian, Texas 76065 • www.txLcom SPECIFICATIONS Portland Cement Type 1111 (Low Alkali) AS.T.M. Cl50-o2a 􀁾􀀠I Date of Sampling June-2004 Monthly
Average CHEMICAL REQUIREMENTS Silica Oxide. Minimum Percent Alumina Oxide, Maximum Percent Iron Oxide, Maximum Percent Magnesia Oxide, Maximum Percent S03 (CoA less than 8%), Maximum
Percent Loss on lemition, Maximum Percent Insoluble Residue, Maximum Percent Tricalcium Aluminate, Maximum Percent OPTIONAL CHEMICAL REQUIREMENTS Total Alkalies, Max. % (Na20 equiv.)
PHYSICAL REQUIREMENTS Specific surface, Blaine Minimum (m2Ikg) Gillmore, Initial Set, Minimum (Minutes) Gillmore, Final Set, Maximum (Minutes) Vicat, IMinimum (Minutes) Initial Set I
Maximum (Minutes) Air Content, Volume, Maximum Percent Autoclave Expansion, Maximum Percent Minimum Compressive Strengths 3 Day 7 Day STATE OF TEXAS ASTM SPECIFICATION 20.0 6.0 6.0 6.0
• 3.0 0.75 8.0 .. 0.60 280 60 600 45 375 12 0.80 MPa psi 12.0 1740 19.0 2760 TEST RESULTS 21.0 4.2 3.7 1.1 3.0 1.1 0.18 5 0.48 359 176 284 96 7 -a MPa 25.2 3661 30.8 4474 I I 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 true and correct.
Subscribed and swom to before me on this date: 07/13104 • See ASTM C150 Table 1, Footnote D. NSF\: /Certified to NSFIANSIS1 
[ISGIRESOURCES, INC. ISO Resow.ws, Inc. cc:rtifi.. that, to the best ofits knowlEdge, the test data listed Il£rejn was genernltd by applicable ASTM JIIelhoda and m.e«s requirements ofASlM
C-618 and AASHTO M.295 and TIC DOT DMS-8900 &Dod oflJy Ash WeI!b Plant, CVOn, Tew Unit #1 DATE: februaty J6, 2004 CHEMICAL ANALYSIS Silicon DiOlcide (SiO,) Sum ofSiOz, Al,O" &: Fe,O!
Magn!:liwn Oxide (MgO) Sulfur Trioxide (SO.) Moisture Content Loss On Ignition Available Alkalies as NazO Calciwn Oxide (CaO) PHYSICAL ANALYSIS Fineness: Amount reTained 011 325 sieve
% Water Requimncnt. % Control Speoifie Gravity LABORATORY NUMBER: WELSH·l·I2f26/03 MTBF#91 CA COMPOSITE DATE 11127/03 -12126/03 ASTM 􀁃􀁾􀁬􀀸􀀭􀀭􀀰􀀳􀀠TX, DOT DMS-8900 SPECIFICATIONS
SPECIFICATIONS CLASS C CLASS F TYPE C TYPE F 33.95 18.66 5,84 58,45 50 Min, 70 Min, 50 Min 70 Min, 6.19 2.51 5.0 Max. 5.0 Max. 5.0 Ma:". 5.0 Max. 0,08 3.0 Max. 3,0 Max, 2.0 Max. 2.0
Max. 0.13 6,0 Max. 6.0 Max, 3.0 Max. 3,0 Max. 1.59 27,67 17,17 34% Max, 34% Max. 30%Max. 30"AlMu, 96% 105%Max 105%Max 100%Max 100o/oMax 2.76 Autoclave EXPMSion, % +0.09 0.8% Max 0.11%
Max 0.8% Max 0.8% MfIX StmIgth Activity Index With Portland Cement, 7 Day 97% 75% Min, 75% Min, 15% Min, 75% Min, • Applicable only when n=quin:d. by l'\II'Cha=. 􀁁􀁾􀀢􀀭Coml"'ny 􀁾􀁎􀁁􀁾􀁕􀀠P.O,
Be>: 38. Thorn".."" TX n<el-DQ3R ......, (281) l<3.0079 F.,,, (2SI) 3<3·0872 
Grace Construction Products W.R. Grace & Co. -Conn,GRACE 4323 Crites Street Houston, TX 77003 713-223-8353 www.graceconstruction.com 1/19/2004 Victor H, Villarreal TXI Operations, LP
1341 W. Mockingbird Lane Dallas. Texas 75247 Project Name: All Projects Product Selected: MIRA® 85 This is to certify that the MIRA® 85, a(n) Mid-Range Water Reducer, as manufactured
and supplied by Grace Construction Products, W.R. Grace & Co. -Conn.• is formulated to comply with the Specifications for Chemical Admixtures for Concrete. ASTM: Clt94, Type A, F AASHTO:
M194. Type A. F, MIRA® 85 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 manufacturing, The foregoing is in addition to and not in SUbstitution for our standard Conditions of Sale attached. 􀁊􀁾􀂣􀀴􀀦􀀻􀀢􀂷􀀠Fred E. Hightower South
Western Region Technical Services Manager 
Grace Construction Products W,R. Grace & Co, -Conn,GRACE 4323 Crites Street Houston, TX 77003 713-223-8353 www.graceconstruclion.com 1/19/2004 Victor H, Villarreal TXI Operations, LP
1341 W, Mockingbird Lane Dallas, Texas 75247 Project Name: All Projects Product Selected: WRDA® with Hycol® This is to certify that tihe WRDA® with Hycol®, a(n) Water Reducer. as manufactured
and supplied by Grace Construction Products, W,R. Grace & Co. -Conn., is formulated to comply witih the Specifications for Chemical Admixtures for Concrete, ASTM: C494, Type A, D AASHTO:
M194, Type A, D. WRDA® with Hycol® 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 manufacturing. The foregoing is in addition to and not in substitution for our standard Conditions of Sale attached . ..:t. , A c-' /;; .#-_'l...;:::'/...............
c_ 􀁾􀁾􀀭􀀢􀀧􀀼Fred Hightower South Western Region Technicsl Services Manag
er Grace Construction Products W.R. Grace & Co. -Conn. 4323 Crites Street G,RACE Houston, TX 77003 713-223-8353 www.graceconstruction.com 111912004 Victor H, Villarreal TXI Operations,
LP 1341 W.lltlockingbird Lane Dalias, Texas 75247 ' Project Name: All Projects Product Selected: Daravair® 1000 This is to certify that the Daravair® 1000, a(n) Air-Entraining Agent,
as manufactured and supplied by Grace Construction Products, W.R. Grace & Co. Conn., is formulated to comply with the Specifications for Chemical Admixtures for Concrete, ASTM: C260
AASHTO: M154. 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 manufacturing. The foregoing is in addition to and not in substitution for our standard Conditions of Sale attached. Fred E. Hightower South liVestern
Region T6chnical S6rvices Manager 
Grace Construction Products W.R. Grace &Co.-Conn.GRACE 4323 Crites Street P.O. Box 2585-77252 Houston, TX 77003 713-223-8353 hHp:/fwww.gcp-grace.com March 3, 2003 TXI 1341 West Mockingbird
Lane Dallas, TX 75247 To Whom It May Concern: This is to certify that POLARSET®, a non-corrosive, non-chloride, set-accelerating admixture, as manufactured and supplied by Grace Construction
Products, W. R. Grace & Co.-Conn., is formulated to comply with the Specification for Chemical Admixtures for Concrete, ASTM: C 494, Type C, (AASHTO M 194, Type C). POLARSET® 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. Sincerely, Fred Hightower Technical Services Subscribed
and sworn to, before me, this 3rd day of March, 2003. 􀁾􀁾􀁾􀀮􀁾􀀢􀀮􀀭􀀺􀁾􀀭􀀻􀀺􀀺􀀺􀀿􀀠Notary Publi My commission expires: /oqb7 OLIVER E. MONTEITH NOlary Public. stat, of Texas My
CommissIon expIres 10-12-2003 
TEXAS INDUSTRIES QUALITY CONTROL DEPT. AGGREGATE SIEVE ANALYSIS Dale: 4/15/2004 Production Facility: TXI -BRIDGEPORT, TEXAS Designation: C 33 (No, 467) Grading Designation: ASTM C-33
1,5" -#4 Project: *****ALL TESTS'll"'·" Sample Location: SIEVE SIZE 2.0" _1,5" 1.0· %'1 U" 3/8" #4 #8 #10 #16 #30 #40 #50 #100 #200 PANWT. CUMULATNE CUMULATIVE CUMULATIVE WT. RETAINED
% RETAINED % PASSING 4.65 95,35 97.02 2.98 63.00 37.00 99.64 0.36 71.80 28.20 99.98 0.02 REQUIRED SPECIFICATION % RETAINED % PASSING 0-5 95·100 30 -65 35 -70 70-90 10 -30 95 -100 0-5
DECANT 100% of tests: 1 Size: 467 PLANT: BRIDGEPORT Job: ...•...ALL JOBS· ..•..• 
TEXAS INDUSTRIES QUALITY CONTROL DEPT. AGGREGATE SIEVE ANALYSIS Date: OB/12/2004 Production Facility: TXI MILL CREEK Designation: Grading Designation: ASTM C-33 1" #4 Project: -_.ALL
TESTS"'" Sample Location: SIEVE SIZE CUMULATIVE WT. RETAINED CUMULATIVE % RETAINED CUMULATIVE % PASSING REQUIRED % RETAINED SPECIFICATION % PASSING 2.0" 1.5" 0 100 0 100 1.0" 3.40 96.60
0-5 95 -100 %" 24.B7 75.13 %'" 61.00 39.00 40-75 25 -60 31B" 79.06 20.94 #4 95.66 4.34 90 -100 0-10 #8 98.73 1.27 95 -100 0-5 #10 #16 #30 I #40 #50 #100 #200 PANWT. Fineness Modules:
1.9 Decant: 0.85% 100% of 6 tests: Size: 57 PLANT: TXI MILL CREEK Job: *******ALl JOBS**'***** 
TEXAS INDUSTRIES QUALITY CONTROL DEPT. AGGREGATE SIEVE ANALYSIS Date: 07/07/2004 Production Facility: TXI BELL SAVOY (WADE) Designation: Grading Designation: ASTM C-33 FINE AGG. Project:
"'''ALL TESTS·.... Sample Location: SIEVE SIZE CUMULATIVE WT. RETAINED CUMULATIVE % RETAINED CUMULATIVE % PASSING REQUIRED % RETAINED SPECIFICATION % PASSING 2.0" 1.5" ! : ! 1.0" %"
! 􀁾􀁉􀁉􀀠3/8" 0.00 100.00 a 100 #4 #8 2.19 10.87 97.81 89.13 0-5 0-20 95 -100 80 -100 #10 I #16 20.64 79.36 15 -50 50 -85 #30 41.41 58.59 40 -75 25 -60 #40 #50 77.77 22.23 70-90 10
-30 #100 96.23 3.77 90 -98 2 -10 #200 99.56 1.44 PANWT. Fineness Modulus: 2.5 I M. C. Decant S. E. 100% of tests: 26 Size: 33 PLANT: TXI BELL SAVOY Job: •••..··ALL JOBS······· 
-1341 West Mockingbird Lane. Danas, Texas 75247.972.647.6700. www.txLcom August 23, 2004 Texas Standard Construction P.O. Box 210768 Dallas, TX 75211 Attn: Mr. Sherman Griffith RE: Pavin,g
Repair Addison Airport 8225 9669 't c.L-WI e;...-I' J The attached concrete mix desigus 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 TXI. TXl 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 provisions
ofC 94, and evaluated in accordance with applicable provisions ofthe ACI Building Code. TXl would like to be included on your mailing list to receive all test reports. ASTM C 94 entitles
a manufacturer to receive copies ofall test reports when strength ofconcrete is used as a basis for acceptance. Contact us ifyou have any questions or require any additional information.
Please notify TXl of approval ofthe 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. The information contained
in this submittal is confidential and the exclusive property of TXI. It cannot be copied, duplicated or disclosed to third parties without the expressed written consent ofTXl. Sincerely,
􀁾􀀠 Mana,ger -Q.AJQ.C. 
GENERAL NOTES 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 of hose for strength guarantee to be valid. 4. To prime pump lines, a minimum of 8.0 sack grout
is recommended for lubrication. In the case of strength 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 and/or 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 of concrete through the entire length of pipe 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 oflightweight mix designs valid provided strength specimens are air cured in accordance with ASTM Test Method C 567-01, as referenced in section 8.1 of ASTM
Specification C 330. Unless otherwise indicated, when the concrete temperature at point of placement 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. Unless otherwise indicated, strength of plain concrete guaranteed up to a maximum placement temperature of 85 degrees Fahrenheit. We are enclosing all available
back up data for 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. 
TXI PROPRIETARY AND CONFIDENTIAL Paving Repair Addison Airport Mix#: 8225 Description: 611#ADMIXIAEA l.5"CS Strength: 4500 psi {QJ 28 Days HAND PLACED PAVING (CLASS P-2) (NON-PUMP) Maximum
Size Coarse Aggregate: 1 112 -3/4" CRUSHED STONE Maximum Water/Cement Ratio: 0.4221bsllb CementiCementitious Content: 611 Ibs (per cubic yard) Design Slump: 3.00 inches Air Entraining
Agent: ASTMC-260 Admixture: ASTM C-494 Type A or D MATERIAL QUANTITIES PER 1.0 CUBIC YARD AT S.S.D 4891bs. ASTM C 150 TYPEIIlI CEMENT 1221bs. ASTMC618FLYASH 800 lbs. 1 112 -3/4" CRUSHED
STONE 12001bs. 1" -#4 CRUSHED STONE 10531bs. CONCRETE SAND 258 lbs. or 31.0 Gallons ofWater 2.0 to 4.0 ozlcwt of ASTM C-494 Type D Specified Air Content: 3.0% -6.0% Placement Slump:
3.00 + or -1.00 inches Mix Design Proportions and specifications are confidential and proprietary trade secrets of TXI. Any Use or dissemination without permission is a violation offederal
criminal law . Page 3 
􀁔􀁾􀀠PROPRrnTARYANDCONBDENTIAL Paving Repair Addison Airport Mix #: 9669 C 􀁌􀁾􀁓􀀠-M Description: 8.00SKNCAfADMIXfAEA 1.5"CS PAVING -EARLY STRENGTH AS REQUIRED Maximum Size Coarse
Aggregate: 1 1/2 -3/4" CRUSHED STONE Maximum Water/Cement Ratio: 0.355 lbs/lb CementiCementitious Content: 752lbs (per cubic yard) Design Slump: 3.00 inches Air Entraining Agent: ASTMC-260
Admixture: ASTM C-494 Type A or D MATERIAL QUANTmES PER 1.0 CUBIC YARD AT S.S.D 7521bs. ASTM C 150 TYPE Ill! CEMENT 730 Ibs. 1 112 -3/4" CRUSHED STONE 1097 Ibs. 1" -#4 CRUSHED STONE
1126 Ibs. CONCRETE SAND 2671bs. or 32.0 Gallons of Water 20.0 to 60.0 ozfcwt ofASTM C-494 Type C 2.0 to 4.0 ozfcwt ofASTM C-494 Type A Specified Air Content: 3.0% -5.0% Placement Slump:
3.00 +or -1.00 inches IDGH-EARLY STRENGTH NOTES: I) Obtain ALL strength specimens at 1he point ofplacement. 2) Test specimens used for in-place early strength determination should be
cured in a manner as close as possible to 1he in-place concrete. Utilization ofinsulated blankets or or an iusulated curing box is highly recommended. Hydration of portland cement is
a temperature sensitive chemical reaction. In-place concrete generally develops and maintains substantially more heat 1han 6"xI2" test cylinders. The difference in magnitude between
in-place strength and 1he measured strength of 6"xI2" cylinders increases as ambient temperatures decrease. Standard test cylinders used for 7 and 28 day evaluation should still be cured
in strict accordance with ASTM C 31. Mix Design Proportions and specifications are confidential and proprietary trade secrets ofTXI. Any Use or dissemination without permission is a
violation of federal criminal law. Page 4 
TEXAS INDUS'l'RIES CONCU'l'E DESIGN EVALUATION Date: 06/23/04 •• Statistics Compiled From Independent Laboratory Test 􀁓􀁰􀁥􀁣􀁾􀁳􀀠•• Mix Number: 8225 Strength: 45UO psi 􀁾􀀠28 Days
28 nay Test Data Test Type; COMPRESSIVE 􀁄􀁥􀁳􀁣􀁲􀁾􀁰􀁴􀁩􀁯􀁮􀀺􀁁􀁓􀁾􀀠C 39 Compressive Strength Temperature Test Number Date Plant Number (Fahrenheit) Ambient Concrete Placement Slump
Un} Percent of Air -------PSI 1 28 Day PSI 2 -------PSI AVG Cumulative Average Moving Avg of 3 Raoge 01/23/0447 '5 68 2.50 "/A 6190 6190 6190 6190 o 2 01/23/04 38 55 6' 5.00 5.9\5660
5730 569S 5943 10 3 01/29/04 38 SO 56 6.00 1'L 5\ 5120 4930 502S 5637 5637 190 , 01/30/04 38 30 " 4.50 4.5% 5630 5700 5665 5644 5462 70 5 02/10/04 38 46 56 5.75 8.0% 5660 5360 5510 5617
5400 300 6 02/18/0444 43 5, 6.00 N/A 469:0 4630 465.5 5457 5277 sD 7 02/19/04 47 70 6a 3.50 6.0t 6050 5960 6005 .5535 5390 90 8 02/19/04 •• 73 67 5.00 8.0% 4790 4940 4865 5451 5175 150
9 02120/0447 50 66 2.50 5.2% 6060 5910 6015 5514 5628 90 10 02/20/04 .7 64 72 2.50 5.5\ 6810 6790 6800 5643 5893 20 11 02/23/04 .3 62 68 2,50 S.Ot 7-420 1200 1310 5794 6708 220 12 13
02126/04 02/27/04 '0 '0 53 70 67 .8 3.00 3.25 4.2% 5.4\ 6300 5300 6080 5500 6190 5400 5827 .5794 6767 63UO 220 200 " 02/28/04 6' 5,50 N/A 4730 4670 4100 5716 5430 60 15 02/29/04 13 os
sa 5.00 N/A 5310 5320 5345 5691 S148 50 16 02/28/0413 63 69 5.25 N/A 5030 5130 5080 5653 5042 100 17 03/01/04 43 67 6. 5.00 5 • .5% 6810 6800 68SS 5723 5753 7D ,. 03/02/04 " " 69 3.00 5.9\ 66QO 6290 6415 5764 6130 370 19 03/05/04 .0
a1 75 2,50 5.5% 5950 5190 5820 5767 6377 60 20 03/08/04 47 71 74 3.50 4.5% 5250 $430 5340 5746 5818 IBO 21 03/16/04 38 72 4.60 N/l<. 5840 5650 5745 5746 5635 190 22 04101/04 67 66 3,75
5.5\ 􀀵􀀲􀁾􀀰􀀠5460 5360 5728 5482 200 23 04/07/04 38 7S 77 3.75 4.8% 56BO 5730 5705 5727 5603 50 2. 04/15/04 78 4.00 5.3% 5030 5100 5065 5700 5377 70 25 04/15/04 72 3.25 5.7% 4900 4930
4865 5666 5212 70 2. 04/20/04 66 76 3.00 6.0% 5540 5500 5520 5661 5150 ,. 27 28 04/30/04 05/03/04 42 40 90 7. 9. 82 3.00 3.20 5.2% 4.0t 6250 4120 6220 6220 4810 6235 4765 5682 5649 5540
5507 30 90 29 05/04/04 42 ao 80 2,50 5.5'; 5910 5890 5915 5658 5638 50 30 OS/25/04 38 73 77 4.00 ./A 6540 6590 6565 5689 5748 50 **. Averaqes *** 6. .7 3.a9 5.6% 
COMMENTARY OF STATISTICAL EVALUATION OF CONCRETE DESIGN RESULTS Mix Num: 8225 Strength: 4500 psi @28 Days Paragraph 5.5 of ACI 318-02 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 strength has been calculated using a standard deviation calculated
in accordance with ACI 318-02 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 (SD) --4500 + 1. 34 ( 685 ) 5417 F'cr = F'c + 2.33
(SD) 500 = 4500 + 2.33( 685 ) -500 = 5595 SUMMARY OF STATISTICAL ANALYSIS 28 Day Test Data Data Number of Tests ......................... . 30 Maximum Value ...........................
. 7310 psi Minimum Value ........................... . 4655 psi Range .•.................................. 2655 psi Average Strength ........................ . 5689 psi Standard Deviation
. ..................... . 685 psi Required Average Strength to satisfy minimum probability conditions of ACI 318-02 Section 5.3.2.1 .............. . 5595 psi Design excess beyond code
requirements .. . 94 psi 
MIDLOTHIAN CEMENT· 245 Ward Road· Midlothian, Texas 76065 • www.txi.com SPECIFICATIONS Portland Cement Type 1111 (Low Alkali) AS.T.M. C150-02a Bin Number Car Number Tons Date of Sampling
June-2004 Monthly Average CHEMICAL REQUIREMENTS Silica Oxide, Minimum Percent Alumina Oxide. Maximum Percent Iron Oxide, Maximum Percent Ma!'jnesia Oxide, Maximum Percent SO, (C,A less
than 8%), Maximum Percent Loss on Ignition. Maximum Percent Insoluble Residue, Maximum Percent Tricalcium Aluminate, Maximum Percent OPTIONAL CHEMICAL REQUIREMENTS Total Alkalies, Max.
% (Na20 equiv.) PHYSICAL REQUIREMENTS Specific surface, Blaine Minimum (m2/kg) Gillmore, Initial Set, Minimum (Minutes) Gillmore, Final Set, Maximum (Minutes) Vicat. IMinimum (Minutes)
Initial Set IMaximum (Minutes) Air Content, Volume. Maximum Percent Autoclave Expansion. Maximum Percent Minimum Compressive Strengths 3 Day 7 Day ASTM SPECIFICATION 20.0 6.0 6.0 6.0
• 3.0 0.75 8.0 0.60 280 60 600 45 375 12 0.80 MPa psi 12.0 1740 19.0 2760 TEST RESULTS 21.0 4.2 3.7 1.1 3.0 1.1 0.18 5 0.48 359 176 284 96 7 -0.01 MPa psi 25.2 3661 30.8 4474 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
true and correct. Subscribed and sworn to before me on this date: 07/13/04 Certified to NSF/ANSI61 • See ASTM C150 Table 1, Footnote D. \"IILIIII/" 􀁳􀁾􀁾􀀢􀁘􀀮􀁦􀀮􀁾􀀻􀀻􀀧􀁜􀀠CHERIE
MUELLER MARLEY 􀁛􀁾􀀯􀁾􀀬􀀺..􀁁􀀮􀀻􀂷􀂷􀀺􀀨􀁓􀁾􀀠Notary Public State of Texas \tt}....􀁾􀀮􀀯􀁾􀁪􀀠Commission Expires···{;i·o"i"'i$·' MAR CH 16, 2008 J'!.llJ""I\ . 
IISGiRESOURCES, INC. ISG Rerourccs, Inc. C<m.ifies that, to !he best of its knowledge, !he =data li!it<d Iw'ein was generated by applicable AS'IM method! and J:IlOOt8 requirements ofASTM
C'()18 and AASHTO M.295 and TIC DOT DMS-t900 Report or!!Jy Ash Welsb Planl. Cwn, reus Unit #1 DATE: February 16, 2004 LABORATORY NUMBER: WELSH-I-12126/o3 CHEMICAL ANALVSIS Silicon Dioxide
(Si02) Iron Oxide (FEzO,) Magnt'$iwn 0xidB (MgO) Sulfur Trioxide (SO,) MoistureContent Loss On Ignition Available Alkalies as NII20 Calciu.O'\ Oxide (CaO) PHYSICAL ANALysIS Finene;ss:
Amount retained 00 325 sieve % Walei' Requirement, % Control Spc<:ific Gravity Autoclave Expansion, % StmJgtb Activity lndex With Portland Cement, 7 Day • Applicable only when required
by pu.rch.ascr. MTRF#91 CA COMPOSITE DATE 11/27/03 12126/03 ASTM C-618-03 IX. DOT DMS-8900 SPEClFICAnONS Sl'ECIFlCAnONS CLASS C CLASS F TYPE C TYPE F 33.95 lR.66 5.84 58.45 50 Min. 70
Min. SO Min 70 Min. 6.19 2.51 S.O Max. S.O Max. 5.0 Max. 5.0 Max. 0.08 3.0 Max. 3.0 Max. 2.0 Max. 2.0 Max. 0.13 6.0 Max. 6.0 Max. 3.0 Malt. H Max. 1.59 A UMax. Al.5Max. 27.67 17.17 34%
Max. 34% Max, 30o/oMalt. 30%Max. 96% l05O/oMax I05o/.Max 100%Max 100%Max 2.76 -+-0.09 0.3% Max 0.8% Max 0.8% Max 0.8% Max 97% 75% Min. 75% Min. 􀀷􀁾􀀢􀀱􀀰􀀠Min. 75% Min. ,􀀧􀀭􀁾􀀮􀁾􀁾
P.O. eo. lS. Thompto"'. TX n<al..0Q38 ....., (ltI1) .43.0079 F.., (281) l4).(JS72 
Grace Construction Products W.R. Grace & Co. -Conn.GRACE 4323 Crites Street Houston, TX 77003 713-223-8353 www.graceconstruction.com 1/19/2004 Victor H. Villarreal TXI Operations, LP
1341 W. Mockingbird Lane Dallas, Texas 75247 Project Name: All Projects Product Selected: MIRA® 85 This is to certify that the MIRA® 85, a(n) Mid-Range Water Reducer, as manufactured
and supplied by Grace Construction Products, W.R. Grace & Co. -Conn., is formulated to comply with the Specifications for Chemical Admixtures for Concrete, ASTM: 0194, Type A, F AASHTO:
M194. Type A, F. MIRA® 85 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 manufacturing. The foregoing is in addition to and not in substitution for our standard Conditions of Sale attached. 􀁊􀁾􀁅􀁾􀁾􀀠Fred E. Hightower South Western
Region Technical Services Manager 
Grace Construction Products W.R. Grace & Co. -Conn. 4323 Crites Street Houston, TX 77003 713-223-8353 www.graceconstruction.com 1/19/2004 Victor H. Villarreal TXI Operations, LP 1341
W. Mockingbird Lane Dallas, Texas 75247 Project Name: All Projects Product Selected: WRDA® with Hycol® This is to certify that the WRDA® with Hycol®, a(n) Water Reducer, as manufactured
and supplied by Grace Construction Products, W.R. Grace & Co. -Conn., is fomnulated to comply with the Specifications for Chemical Admixtures for Concrete, ASTM: C494, Type A, D AASHTO:
M194, Type A, D. WRDA® with Hyccl® 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 manufacturing. The foregoing is in addition to and not in substitution for our standard Conditions of Sale attached. , 􀀮􀀮􀀮􀀱􀀭􀁾􀀠C" /1; ...?'_:'---'/c.
􀁾􀁾􀀮􀀮􀀮􀀮􀀮􀀮􀀮􀀮􀀮􀀬 cr Fred E. Hightower South Western Region Technical Services Manager
 Grace Construction Products W.R. Grace & Co. -Conn.GRACE 4323 Crites Street HOllston, TX 77003 713-223-8353 www.graceconstruction.com 111912004 Victor H. Villarreal TXI Operations,
LP 1341 W. Mockingbird Lane Dallas, Texas 75247 . Project Name: All Projects Product Selected: Daravai!® 1000 This is to certiiy that the Daravair® 1000, a(n) Air-Entraining Agent, as
manufactured and supplied by Grace Construction Products, W.R. Grace & Co. -Conn., is formulated to comply with the SpeCifications for Chemical ?dmixtures for Concrete, ASTM: C260 AASHTO:
M154. 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 manufacturing. The foregoing is in addition to and not in substitution for our standard Conditions of Sale attached. Fred E. I-:ighiower South Western Region Tachnical
Sal"'licss Manager 
Grace Construction Products W.R. Grace & Co,-Conn.GRACE 4323 Crites Street P,O, Box 2565-77252 Houston, TX 77003 713-223-8353 http://www.gcp-grace.com March 3, 2003 TXI 1341 West Mockingbird
Lane Dallas, TX 75247 To Whom It May Concern: This is to certify that POLARSET®, a non-corrosive, non-chloride, set-accelerating admixture, as manufactured and supplied by Grace Construction
Products, W, R Grace & Co,-Conn,. is formulated to comply with the Specification for Chemical Admixtures for Concrete, ASTM: C 494, Type C, (AASHTO M 194, Type C). POLARSET® 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. Sincerely, Fred Hightower Technical Services Subscribed
and sworn to, before me, this 3rd day of March. 2003. 􀁾􀁾􀀠My commission expires: 􀀯􀀢􀀧􀀴􀀧􀁾􀀮􀀮􀀺􀁲/
TEXAS INDUSTRIES QUALITY CONTROl DEPT. AGGREGATE SIEVE ANALYSIS Date: 411512004 Production Facility: TXI-BRIDGEPORT. TEXAS Designation: C 33 (No. 467) Grading Designation: ASTM C-33
1 .5" -#4 Project: ...···ALL TESTS""""" Sample Location: , SIEVE SIZE 2.0" c--1.5" 1.0" %n %" 31S" #4 #8 #10 #16 #30 #40 #50 #100 #200 PANWT. CUMULATIVE CUMULATIVE CUMULATIVE WT. RETAINED
% RETAINED % PASSING 4.65 95.35 97.02 2.98 63.00 37.00 99.64 0.36 71.S0 28.20 99.98 0.02 REQUIRED SPECIFICATION % RETAINED % PASSING 0-5 95 -100 30-65 35-70 70 -90 10 -30 95 -100 0-5
, i i , , DECANT 100% of tests: 1 Size: 467 PLANT: BRIDGEPORT Job: "·****ALL JOBS"-*
SIEVE SIZE CUMULATIVE WT. RETAINED CUMULATIVE % RETAINED CUMULATIVE % PASSING REQUIRED % RETAINED SPECIFICATION % PASSING 2.0" 1.5" 0 100 0 100 , 1.0" 3.40 96.60 0-5 95 -100 ! %JI 24.87
75.13 Y2'I 61.00 39.00 40-75 25-60 3/8" 79.06 20.94 #4 95.66 4.34 90-100 0-10 #8 98.73 1.27 95 -100 0-5 #10 i #16 #30 #40 #50 #100 #200 PANWT. Fineness Modules: 1.9 TEXAS INDUSTRIES
QUALITY CONTROL DEPT. AGGREGATE SIEVE ANALYSIS Date: 0811212004 Production Facility: TXI MILL CREEK Designation: Grading Designation: ASTM C-33 1" -#4 Project: h*UALL TESTS"'**** Sample
Location: I i I Decant: 0.85% 100% of 6 tests: Size: 57 PLANT: TXI MILL CREEK Job: ..........***ALL JOBS..*"'......* 
SIEVE SIZE CUMULATIVE wr. RETAINED CUMULATIVE % RETAINED CUMULATIVE % PASSING REQUIRED % RETAINED SPECIFICATION % PASSING 2.0' I 1.5" 1.0" %" %" 3/8" 0.00 100.00 0 100 #4 2.19 97.81
0-5 95 -100 i #6 10.87 89.13 0-20 80 -100 #10 #16 20.64 79.36 15 -50 50· 85 #30 41.41 58.59 40·75 25 -60 #40 #50 77.77 22.23 70-90 10 -30 #100 96.23 3.77 90 -98 2 -10 #200 99.56 1.44
PANWT. Fineness Modulus: 2.5 TEXAS INDUSTRIES QUALITY CONTROL DEPT. AGGREGATE SIEVE ANALYSIS Date: 07/07/2004 Production Facility: TXI BELL SAVOY (WADE) Designation: Grading Designation:
ASTM C-33 FINE AGG. Project: '''''ALL TESTS"'" Sample Location: · · · M. C. Decant S. e. 100% of tests: 26 Size: 33 PLANT: TXI BELL SAVOY Job: •••••..ALL JOBS..••..• 
S,p-28-20D4 l2:IZpm Fro.PLEASE REMIT TO: ENGINEERING CONSULTING SERVICES, LTD. 14026THUNDERSOLT PLACE, SUITE 100 CHANTILLY, VA 20151-3232 CUSTOMER CODE 332305 Pagel012 INVOICE DATE 09/2Sio4
SPECiAl INSTRUCTIONS TO: Addison Airport Fuel Truck Access Road Jim Pierce Addison, TeJ<aS Town of Addison P,O. BOM 9010 Progress Invoice Addison. TX 75001 For services provided by ECS.
Ltd. through 09125/04 Week Ending Sep4.2004 Principal Engineer 0.50 HRS Project Manager (CMT) 0.50 HRS Senior Field Technician 4.00 HRS Senior Field Technician (OverTime) 2.00 HRS :Iei<!
Technician 7.00 HRS ::'oncrete Lab Secretary 1.50 HRS :loncrete Test Cylinders -Tested 8.00 EA ::oncrete Test Cylinders -Stored 8.00 EA rnp Charge 6.00 EA Subtotal; $841 NeekEnding Sep
11. 2004 'rincipal Engineer 0.50 HRS 'roject Manager (CMT) 0.50 HRS Senior Field Technician 4.25 HRS Senior Field Technician (OverTime) 4.00 HRS ;oncrete Lab Secretary 1.00 HRS ::Oncrete
Test Cylinders· Tested 10.00 EA ;oncrate Test Cylinders· Stored 2.00 EA rrfp Charge 4.00 EA Subtotal: \leek Ending Sep 18,2004 'rincipal Engineer 0.50 MRS 'roject Manager (CMT) 1.00
HRS >enior Field Technician 10.50 HRS >enlor Field Technician (OverTIme) 4.00 HRS ;oncrete Lab Secretary 2.00 HRS ;oncrele Test Cylinders·Tesled 11.00 EA 004 004 004 004 004 004 005
005 004 004 004 004 004 004 005 005 004 004 004 004 004 004 005 OF (18% 􀁁􀁎􀁎􀁬􀁉􀁁􀁴􀀮􀁾Y) 􀁁􀀢􀁾􀀠300AYS. Cliant Ori9inal 
9723920102 T-923 P.D03/DD3 F-554 PLEASE REMIT TO: ENGINEERING CONSULTING SERVICES, LTD. 14026 THUNDERBOLT PLACE, SUITE 100 CHANTILLY, VA 20151-3232 CUSTOMERCOOE 332305 INVOICE DATE 09128104
SPECIAl. INSTRUCTIONS TO: Addison Airport Fuel Truck Access Road Jim Pierce Addison, Texas Town 01 Addison P.O. Sox 9010 Progress Invoice Addison, TX 7500 1 Subtotal: Veek Ending Sep
25. 2004 >rinclpal Engineer 0.50 HRS ••• $2669.00 .. ••••• ,,1t .. 004 'roject Manager (CMT) 0.50 HRS 004 :oncrele Lab Secretary 0.50 HRS 004 Subtotal: • Invoice Total -Please Remit
••••••• * ••••••••_••• If you have any questions regarding this 􀁾􀂭invoice, please conlacl Daniell. Frankf", 􀁊􀁲􀀮􀁾􀀠at (972) 392-3222 'BUDGET SUMMARY' Budget Estimate: $3000.00 Previous
Invoices: $0.00 AmI. This Invoice: $2669.00 II.ml. Remaining: $331.00 A Bil ADDED ALL For services provided by ECS. ltd. through 09/25/04 ::Oncrete Test C'/Iinders -Stored "rip Charge
EA EA $2,669.00 005 004 CHe.IOIigIn31 
T-BI3 P.OOI/003 F-554mmOl0! Facsimile Cover Sheet 1 z :3 Company: FF'IT. Fax: .t'f􀀿􀀺􀁚􀀭􀁾􀀳􀀱􀀱􀀠􀁣􀁯􀀺􀀻􀁾􀁾􀁾􀀠􀁅􀁮􀁾􀁾􀁾􀁴􀁯􀁾􀁉􀁾􀁾Ltd 4950 Keller Springs Road, Suite 480 Addison,
Texas 75001 Phon;:: 972-392-3222 Fax:· 972·392.0102 Dare: ECS Job/Proposal No.: Project Name: Pages including this cover: Originals: 􀁾􀁗􀁩􀁬􀁬􀀠will not follow via mail Comments: ECS
Use Only _ Rln. 10 Saoee. _FSFile Work !"oIe _ Billing File __Prop. File Sem By; 
TOWN OF ADDISON PAYMENT AUTHORIZATION MEMO Date 9n12004 Claim # _____ Check $ 40,000.00 Vendor No. Vendor Name Texas Standard Construction LTD Address P.O. Box 210768 Addres.s Dallas,
TX Address Zip Code 75211 TOTAL $40,000.00 EXPLANATION Paving Repair & Storm Sewer modification for Fuel Truck Roadway Finance ,.􀀬􀁾􀀠
SENT BY:. i=INANCE DEPARTMENT; 9724507096j SEP·i·04 8,59AM; PAGE 2/2 FAX NO. r. "" SEP-OI-2004 􀁾􀁅􀁄􀀠08:32 AM TEXAS STANDARD CONSTRUCTION LTD. P.O. BOX Z1076B DALLAS. TX. 75211 (214)
330·S229 Office (214) 330-5254 Fax INVOICE Number: 083104 Date: August ll. 2004 BUlTo: Job: Dave Foster Bid 04-27 Paving Repair &; StoIXll 􀁓􀁒􀁾􀀠 lim Pierce, P.B. Modification for
the Fuel Trod!: Roadway Town ofAddison P.O. Box 9010 Addison, 'IX 75001 L-_____________________________􀁾________--_________________,_ Nd30ray Request 1#1 Item No. Dnai tloll Amollut
I. Work completed Ibis pay period. $ 40,000.00 a. b. Area& 100% oomplcted, B-1. B-2. B-3, 􀁾􀁃􀀭􀁉􀀠Sawcut 􀁾removed exislinS paVing A-I, 0-3. &; D-4 Total S 4 000.00 Thank you for your
bullinlOlls! Plo.qo pay frOm tbi. inW;ce. No olhcrs will be 8!11lt. 
SEP-24-2004 FRf 08:22 AH FAX NO. P. 02 TEXAS STANDARD CONSTRUCTION LTD. INVOICE P.O. BOX 210768 DALLAS, 'lX. 15211 Number: 092404 (214) 330-5229 Office (214) 330-5254 Fax Date: 􀁓􀁥􀁰􀁾􀁢􀁥􀁲􀀲􀀴􀀬􀀲
􀀰􀀰􀀴􀀠Bill To: Job: Bid 04-27 Paving 􀁾􀁡􀁩􀁲& Stann Sewer , Jim Pierce, P.E. , Dave Foster Modification for the Fuel Truck Roadway Town ofAddison P.O. BOl< 9010 Addison, TX 15001
Terms Pay Request #2 aDd Final Net 15 Item No. DeseriptloD Amollnt r. Work completed this pay period. a. All areas 100% complete. $ 68,565.00 I TotAl I $ 68 565.00 Thank you for your
business! Please pay from this invoice. No others will be sent. 
SEP-24-2004 FRI 08:22 AM FAX NO, p, 01 Texas Standard Construction FACSIMILE TRANSMISSION SHEET 0: Town of Addison Date: September 24, 2004'--______ jAttn: Mr. Jim Pierce, P. E. Re;
Invoice #2 anQ Final Fax No. 972-450-28,,,37'--________ From: Ronald H. Dalton, Preside'll ToIal# of Pog••: :;;2_________ tlnclutll,1O COyet tine.1) Message: Please see attached, Thank
You. • Fu: li!14) 33O-5ilS4 
Fuel Truck Roadway Concrete Mix Design Review Page 1 ofl Jim Pierce From: Mike Hutchison [MHutchison@HNTB.comJ Sent: Monday, August 30,2004 6:04 PM To: Jim Pierce Subject: Fuel Truck
Roadway Concrete Mix Design Review Jim: I have reviewed the Class "M" Custom Crete concrete mix design submitted by Texas Standard Construction dated 8/30/04. This design meets the requirements
of the specifications. Please give me a call if you have any questions. Thanks, Michael A. Hutchison, P .E. Project Manager HNTB Corporation 5910 West Plano Parkway. Suite 200 Plano,
Texas 75093 ph: 972-628-3174 fax: 972-661-5614 This e-mail and any files transmitted with it are confidential and are intended solely for the use ofthe individual or entity to whom they
are addressed. Ifyou are NOT the intended recipient or the person responsible for delivering the e-mail to the intended recipient, be advised that you have received this e-mail inerrorandthatanyuse.d
issemination.forwarding.printing. or copying ofthis e-mail is strictly prohibited. 8/30/2004 
invent HP Laser Jet 3200se HP LASERJET 3200 SEP-7-2004 10:15AM Fax Call Report Job Date Time Type Identification Duration Pages Result 875 9/7/2004 10:15:22AM Send 92143305254 0:31 1
OK c""M PiYW't 􀁦􀁴􀁾􀀠Ihnp/ui>1 􀀨􀁜􀁾􀀠􀁲􀀮􀀮􀀮􀀮􀁰􀀨􀀬􀁾􀀠D.,,e." 􀁾􀀬􀁾􀀠Ad) /1-1+. 1. AdJ All-J... AJeI-AI+ J 1\<\/AI t '/.,.MIj11>1< l ,55 """" PQV''''1 '.iJ 'i6At>-t-'"'-'th"
T,vOlc-L 
luo, FINANCE DEPART.MENTIPURCHASING DIVISION 5350 Belt Line Road (972) 450-7091 Bomail 􀁭􀁳􀁵􀁬􀁬􀁀􀁃􀁩􀀮􀁡􀁤􀁤􀁩􀁳􀁯􀁩􀀧􀀡􀀬􀁾􀀢􀁵􀁳􀀠Faesimile (912) 􀀴􀀵􀀰􀁾􀀷􀁇􀀹􀀶􀀠P,O. Box 9010
Addison, Texas 75001 August 23, 2004 Texas Standard Construction, LTD. Ronald H. Dalton, President 5524 W. Ledbetter Dr. Dallas, TIC 75236 Re: NOTICE TO PROCEED-04-27 Paving and Storm
Sewer Modification for the Fuel Truck Roadway Dear Mr. Dalton: This document shall serve as your Notice to Proceed for the above referenced Project, and effective to start work August
25, 2004 to provide all labor and materials as outlined in the specifications, and under the terms and conditions of the contract documents. Enclosed is your copy ofthe signed contract.
The proposed improvements and work shall be completed with the original contract price of $108, 565.00 and within 45 days as stated on the contract. Please include Bid No. and Name:
04-27 Paving and Storm Sewer Modification for the Fuel Truck Roadway:, on all monthly invoices or other other correspondence to the Town ofAddison. Should you have any questions, please
contact my office at 972-450-7091. MinokSuh Purchasing Coordinator Copy: Steve Chutchian Jim Pierce Enclosure 
SECTIONCA CONTRACT AGREEMENT CA-l 
----SECTIONCA CONTRACT AGREEMENT STATE OF TEXAS COUNTY OF DALLAS THIS AGREEMENT is made and entered into this _10_ day of_August_, 2004_, by and between the Town of Addison, of the County
of Dallas and State of Texas, acting through its Mayor or City Manager, thereunto duly authorized so to do, Party of the First Part, hereinafter termed the OWNER, and Texas Standard
Construction I..TI>, of the City of_Dallas ,County of_Dallas , State of_TX__, Party of the Second Part, hereinafter termed CONTRACTOR. WITNESSETH: That for and in consideration of the
payment and agreement hereinafter mentioned, to be made and performed by the OWNER, the said CONTRACTOR hereby agrees with the said OWNER to commence and complete construction of certain
improvements as follows: Paving Repair and Storm Sewer Modification for the Fuel Truck Roadway and all extra work in connection therewith, under the terms as stated in the General and
Specific Provisions of the AGREEMENT; and at his own proper cost and expense to fumish all the materials, supplies, machinery, equipment, tools, superintendence, labor, insurance and
other accessories and services necessary to complete the said construction, in accordance with the conditions and prices stated in the Proposal attached hereto and in accordance with
the Advertisement for Bids, Instructions to Bidders, General Provisions, Special Provisions, Plans, and other drawings and printed or written explanatory matter thereof, and the Technieal
Specifications and Addenda thereto, as prepared by the OWNER, each of which has been identified by the endorsement of the CONTRACTOR and the OWNER thereon, together with the CONTRACTOR's
written Proposal and the General Provisions, all of which are made a part hereof and collectively evidence and constitute the entire AGREEMENT. The CONTRACTOR hereby agrees to commence
work within ten (10) calendar days after the date of written notice shall have been given to him, and to complete all work within 45 days after he commences work, subject to such extensions
of time as are provided by the General Provisions. The OWNER agrees to pay the CONTRACTOR $One-hundred eight thousand fivehundred sixty-five and 00/100 ($108,565.00) in current funds
for the performance of the Contract in accordance with the Proposal submitted thereof, subject to additions and deductions, as provided in the General Provisions, and to make payments
of account thereof as provided therein. CA-2 
IN WITNESS THEREOF, the parties ofthese presents have executed this AGREEMENT in the year and day first above written. TOWN OF ADDISON ATTEST: (OWNER) 􀁦􀁾􀀧􀀣􀁜􀁓􀀠Sf"A/'JD...􀁾􀁄􀀠G,NS,.,bJc-r,oN.I
..TD. Party ofthe Second Part (CONTRACTOR) The fol1owing to be executed ifthe CONTRACTOR is a corporation: I, , certifY that I am the secretary ofthe corporation named as CONTRACTOR
herein; that , who signed this Contract on behalf of the CONTRACTOR is the of said corporation; that said Paving Repair and Storm Sewer Modification for the Fuel Truck Roadway Contract
was duly signed for and in behalf of said corporation by authority of its governing body, and is within the scope of its corporate powers. Signed:,____________ Corporate Seal CA-3 
MID-CONTINENT CASUALTY COMPANY P.O. Box 1409 TULSA, OKLAHOMA 74101 LABOR AND MATERIAL PAYMENT BOND BOND NUMBER TXD-00103IS KNOW ALL MEN BY THESE PRESENTS: Thai Texas Standard Construction,
LTD" p, 0, Box 210768, Dallas, Texas 75211 _____________-,-____------------------------BsPrincfpal, hereinafter called Principal, and MfDwCONTINENT CASUALTV COMPANY, a corporation organized
and existing under the laws oflhe Siere of Oklahoma, Tulsa, Oklahoma, as Surety, hereinafiercailed Surety. are held and firmly bound unto -'.T.,;o..w_n-'O_f;"A,;.d_d_i_so_n____________
as Obligee, hereinafter called Owner, for the use and bellefit of claimants as hereinbelow defined. in the amount of Thousand Five Hundred Sixty-Five and 001100······-·······-··-····-----------------
---------Dollars ($ 108,565_00 i, for the paymen! whereof Principal and Surety bind themselves, their helm, executors. administrators. successors and assigns, jOintly and severally,
firmly by Ihese presents, WHEREAS, Principal has by written agreement dated August 1O. 􀁾􀀠2004 entered into a contract with OWner for Paving Repair and Stonn Sewer Modifications for
the Fuel Truck Roadway at Addison Airport in accordance wilh drawings and speciflcalions prepared by HNTB COIporation, 5910 W, Plano Parkway, #200, Plano, {H.... j ....rt 10.11' ..........,
mho ....01 .dd....} Texas 75093 , which contract is by referetlce made a part hereof, and is hereinafter referred to as the Contract. NOW, THEREFORE THE CONDITION OF THIS OBLIGATION
􀁾􀀠such Ihal if the Principal shall promptly make payment to all claimant' as hereinafter defined, for aU rabor and material used in the performance of the Contract. then this obfigaliOn
shall be void; otherwise it Shall remain ill full force and effect, subject, however, to the foUow;ng conditions; (1) A craiman! is defined as one having a direct conltac[ with the Principal
or his subcontractor for labor. matelial, or both, used directly in the performance of the contract, (2) The above-named Prindpaf and Surety hereby jointly and severalt; agree with the
Cwner thai' ellery daimant as herein defined, who has not been paid in full before the expiration of a period of ninety (90) days after lhe date on which the lasl of such claiman1's
work or labor was done or performed, or materials were fumished by such claimant may sue on this bond for the use of such claimant, prosecute the suit to final judgment for such sum
or sums as may be justly due Claimanl, and have execuUon thereon. The Owner shall not be liable tor the payment of any rosts or expenses of any such suit. (3) No sun or action shall
be commenced hereunder by any claimant, {a) Unless claimant. other than one having a direct contract with the Principal, shall have given written notice to any two of lhe following:
The Pflndpal, the Ownel. or the Surety abOve flamed. within ninety (90) days after such claimant did or performed the last of the work or fabor. or furnished the last of the materials
for which said claim is made, stating with substantial accuracy the amounl claimed and the name of the party to Vihom the materials were furnished, or forwhom the work or labor was done
or perforlmd, Such nonce shall be served by rmiling the same by registered mall or certified mall. postage prepaid, in an envelope addressed to the Principal. OWner or Surety. at any
place Vihere an office Is regularly maintained tor the transaction of business, or served in any manner in which legal process may be served in the stale in which !he aforesaid project
IS located. save thaI such seNice need not be made by a public officer. (b) Mer the expilation ofone (1) year foLIowffig the date on whiCh Principal ceased work on said Contract, it
being understood however, that it any limitation embodied in this bond is prohirnted by any law contrOlling the construction hereof such limitation shalf be deemed to be amended so as
to be equal to the minimum period of limitation permitted by such law. (c) Other than In astate court 0( competent jurisdiction in and forthe county or other poliUcal subdivision of
the state in which the project, or any part thereof, Is situated, or in the United States District Court for the diStrict in which the project, or any part thereof, is situated, and
nol 01_ (4i The amount 0I1h1' bOI1<J shall be reduced by and to the extenl 01 any payment Of payments made in good falh hereunder, inclusive 01 the paymenl by Surety of mechanics' nens
which may be filed of record against said improvement, whether or not claim for the amount of such lien be presented under and againsl thiS bond. Signed and sealed this _____.::18:.:t"h________
dayof 􀁾___.....:==:......_______, 2004 In the presence of: :?WaJ:1 1001 \ 􀁾􀀮􀀢􀀧􀀭􀁉􀁬􀀮􀀧'iLl,,------:::::--cgw-􀀨􀀱􀁁􀁩􀀱􀁮􀁾􀁳􀁊􀀠MIO·CONTINENT CASUALri COMPANY By 􀁴􀀡􀁊􀁡􀀮􀁉􀀮􀀮􀁾􀁴􀁏􀁴􀀮􀁴�
�􀁊􀀮􀁾􀀢􀀢􀀢􀀭__􀀭􀀭􀀻􀀻􀀽􀁾􀀧􀁓􀁥􀁬􀀻􀀡􀀱Charles K. Miller AIIcmeyir,-Fac" , TNs bond is issued simultaneOusly with PElrformance bond in favor Of \1'1(1 Q.o/n,;lr CIlndjUoned on the
full and fallnful performance oi the Conlratl. 
MID-CONTINENT CASUALTY COMPANY P.o. Box 1409 TULSA, OKLAHOMA 74101 PERFORMANCE BOND BOND NUMBER -'T"X"D'--.0"'0'-1,,0,,3.c15'---_________ KNOW ALL MEN BY THESE PRESENTS: That Texas Standard
Construction, LTD., P.O. Box 210768. Dallas, Texas 75211 ,---_--,--__--,--_______-:---:-:===,.,.,-:c-____--:-----------------------asPrindpal, hereinafter called Ccrrtrac:tor, and MID-CONTlNENT
CASUALTY COMPANY, a corporation organized and existing under the laws of the Stale of Oklahoma, Tulsa, Oklahoma. as Surety, hereinafter called Surely, are held and firmly bound unlo--'-T"o.::w.::n-'o
"f'-A"d"d"is"o"n'---_____________ as Obligee, hereinafter called Owner, in the amount of ---One Hundred Eight Thousand Five Hundred Sixty-Five and 00/100----;-cc::c-____=-::--:-======--":-===--:-:=:-
:o==::---:-:=,,---,,,--==---,:-____--Dollars ($ 108,565.00for the payment whereof Contractor and Surety bind themselves, their heirs, executors, administrators, successors and assigns,
jointly and severally, firmly by these presents. WHEREAS, Contractor has by written agreement dated __-'A..::U:;9"U;:S"-'-'1,,0______, 2004 ,entered into a contract with Owner for Paving
Repair and Storm Sewer Modifications for the Fuel Truck Roadway at Addison Airport in accordance with drawings and specifications prepared by HNTB Corporation, 5910 W. Plano Parkway,
#200, Plano, Texas75093 (Here Insert full name, title and address) ,----:----;-;--,--,----=---:-:-c--:---;;----;--,-----------------which contract is by reference made a part hereof, and is hereinafter
referred to as the Contract. NOW, THEREFORE THE CONDITION OF THIS OBLIGATION is such that, If Contractor shall promptly and faithfully perform said Contract, then this obligation shalf
be null and void, otherwise it shall remain in full force and effect. The Surety hereby waives notice of any alteration or extension of time made by the Owner. Vv11enever Contractor
shall be, and declared by Owner to be in default under the Contract, the Owner having performed Owner's obligations thereunder, the Surety Surety may promptly remedy the default, or
shall promptly (1) Complete the Contract in accordance with its terms and conditions, or (2) Obtain a bid or bids for completing the Contract in accordance with its terms and conditions,
and upon determination by Surety of the lowest responsible bidder, or, if the Owner elects, upon determination by the Owner and the Surety jointly of the lowest responsible bidder, anange
for a contract between such bidder and Owner, and make available as Work progresses (even though there should be a default or a succession of defaults under the contract or contracts
of completion arranged under this paragraph) sufficient funds to pay the cost of completion less the balance of the contract price; but not exceeding, induding other costs and damages
for which the Surety may be liable hereunder, the amount set forth in the first paragraph hereof. The term "balance of the contract price," as used in this paragraph, shall mean the
total amount payable by Owner to Contractor under the Contract and any amendments thereto, less the amount properly paid by Owner to Contractor. Any suit under this bond must be instituted
before the expiration of one (1) year from the date on which final payment under the Contract falls due. No right of action shall accrue on this bond to or for the use of any person
or corporation other than the Owner named herein or the heirs, executors, administrators or successors of the Owner. Signed, sealed, and dated this ____-'1=-8''''h'---_______day of ____"'A"'U"9,,US""
'---________ , 2004 (Seal) Witness Attorney-in-factCharles K. Miller 
MID-CONTINENT CASUAL TV COMPANY Tulsa, Oklahoma Know all Men by these presents: That the MJD-CONTINENT CASUALTY COMPANY, a ""'Poration of the State of Oklahoma, having its principal
office in the city of Tulsa, Oklahoma, pursuant to the following By-Law, which was adopted by the Stockholders of the said Company on March 13th, 1947, to-wit: "Article IV, Section 7.
-The Executive Officern of the CO!nplll1Y shall nave power and authority to appoint, for purposes only of executing and attesting bonds and undertakings and other writings obligatory
in the nature thereof; one more Resident Vice President, Resident Assistant Secretaries and Attorneys-in-Fact and at any time to remove any such Resident Vice President, Resident Assistant
Secretary, or Attorney-in-Fact and revoke the power and authority given him. None of such appointees need be Directors ofthe CoIlljllUly." The Company does hereby constitute and appoint
Richard W. Daiker, Tony Fierro, James W. Leeker, Charles K. Miller, Clinton G. Norris, Rudolph Norris, David C. Oxford, Stephen J. Rickenbacher,. Hobert C. Siddons and Steven B. Siddons,
individually of ROCKWAll, TX its true and lawful attomey(s)-in-Illct, to execute" seal and deliver for and on its behalfas Surety, and as its aeland deed, Any and all bonds and undertakings
of Suretyslrip And the execution of such instrnmeot(s} in pursuance of these preseots, sball be as binding upon the said MID-CONTINENT CASUALTY COMPANY, as fully and amply, to all intents
and purposes, as if the same had been duly executed and acknowledged by its regularly elected officers at its principal office in Tulsa, Oklahoma. IN WITNESS 'WHEREOF, MID·q)NTINENT
CASUALTY COMPANY bas executed and attested these presents this 09' day of Febr,uary ,2004 -I;JJ 1) i SARA ANDERSON ASSISTANT SECRETARY' TODD BAZATA VICE PRESIDENT1 On thls 09 day of
February • 2004 before me, a Notary Public of the State of Oklahoma in and for the Counly of Tulsa, came the individual to me personally known to'he the officer·described in. and who
executed the preceding instrnmeot, and,he acknowledged the execution of the same, andheing by me duly sworn, said that he is the therein described and authorized officer of the MID·CONTINENT
CASUALTY COMPANY aforesaid, and that the seal affixed to the preceding instrument is the ""rporate of said Company, and the said ""'Porate seal and his signature as such officer were
duly affIXed to the said instrument by the authority and direction of the said Company, and thet Article IV, Section 7. of the By-LaWs of said Company, r.efurred to in the preceding
instrument, is now in force. 􀀬􀁾􀀱􀁜􀁜􀁕􀁉􀀮􀁉􀁉􀁕􀁦􀀢􀀢􀀬􀀠􀁾􀁾􀁾􀁾􀁾􀁏􀁆􀀮thave hereunto seirnY hand and a:ffixed my offioial seal at the city ofTulsa.1he day and year first above
written . : r , 􀁾􀀠. Comm.ission # "'OOOA8lJlu;8,,86!2L7-:;-::-':;-;'--:;:-;-_________•􀁟􀀧􀁬􀀺􀁳􀁦􀁔􀁾􀂷􀀮􀀧􀂷􀀢􀂷􀁾􀁾􀀬􀁴􀁾..·􀀢􀀧􀁾􀁾􀀢􀁽􀀢􀀺􀀠􀁬􀀬􀁾􀁾􀀠..:"􀀺􀀺􀁾􀁫􀀠􀁍􀁙􀁃􀁯􀁭􀁭􀀮􀁩􀀻􀀻􀁲􀁸􀁾SS
. '<0 􀁾􀀨􀁾􀀢􀀢􀀢􀁾􀁾􀀢􀀮􀀬􀁾􀁾􀁾􀀠L.FAY. SCOTT No'·"' Public .. "....." ",1, t 􀁾'lro) .,....... • .......J . 11ft, \-\" l, SARJ('.lI.w/BlfRSON· Assistant Secretary of MJD-CONTINENT
CASUALTY COMPANY do hereby certifY that the foregoing extracts ofthe 􀁂􀁹􀁾􀁌􀁡􀁷􀁳􀀠and ofa Resolution of the Board ofDirectors ofthis corporation, and of a.P<lwer ofAttorney issued
pursuant thereto, are !rtl!' and 􀁣􀁯􀁲􀁲􀁥􀁣􀁾􀀠and that both the By-Laws, the Resolution and the Power ofAttorney are stiil in full furee and effect. This certifies that anyfaasimile
or mecbanicaUy-produced signature ofany officer ofthe Company and Company seal. wMrever appearing upon a power of attorney issued by the Company. shall be valid and bindingupon the Company·with
the same force and effect as though manually affixed. 2004 ,'-'-'---' MN"""" <..,.,= <'>""" SARA ANDEHSON Assistant Secretary g,Sf&.MC 
I OATE(MWOO1YYY'l) I ACORD", CERTIFICATE OF LIABILITY INSURANCE 8/19/2004 PRoDUCER THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION LEWISVILLE INSURANCE AGENCY, INC ONLY AND CONFERS
NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND. EXTEND OR POBOX 916 ALTER THE COVERAGE AFFORDED BY THE POLICIES· BELOW. LEWISVILLE, TX 75029-2635 972-436-6608
INSURERS AFFORDING COVERAGE NAlC# INSURED INSURERA. United Fire Lloyds TEXAS STANDARD CONSTRUCTION, LTD. INSURER B, ALEA NORTH AMERICA rNS. co. P.O. BOX 210768 ! INSURER C; DALLAS, TX
75211 : INSURERD: : INSURER E: THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED, NOTWITHSTANDING ANY REQUIREMENT, TERM
OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAlN. THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT
TO ALL THE TERMS. EXCLUSIONS AND CONDITIONS Of SUCH POLICIES, AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED If'(PAID CLAIMS. 􀀧􀁾􀀺􀀺􀀺􀀠:::'s':.:i "" 􀁾􀁾􀀠LIMITS :£)J UABILITY I 􀀮􀁅􀁁􀁃􀁾􀁾􀀮􀀧􀀠1,
00-• LIABILITY $ 10 IClAlMSMAOE [KI OCCUR MFn, •• I , A X 506-20-125 160 11/16/03 11/16/04 ,. s 1,000,O( ) Ix PER s 2,000, O( ) I GFM '_LlMrT APfl:;ERt']'POLICY !Xl P,i'Ri i LOC $ 2.000,01
'F,,..IIm COMBINED SfNGLE LIMIT • 1,000,000 􀁾ANYAUTO (EB scckienl) f-AlL O'NNED AUTOS BOOll.Y INJURY •SCHEDULEO AUTOS (Parperson} A X !506-12-018 326 11/16/03 11/16/04'-HIRED AUTOS
BODILY INJURY !Pen.ccldl'ml) S NON-OWNEDAUTOS--PROPERTY DAMAGE •(Perecddent) GARAGE LIABILITY .rrnn. .CO Is -ANYAUTO OTHER THAN EAACC Is AUTOONLY: AGG Is, IIA UABfUTY IEACH Is 2,000.000
jDOCCUR D CLAIM$MADE Is 2,000,000. 506-27-024 767 1l/16/03 11/16/04 Is A X =1 DEDUCTIBLE Is RETENTION S • s WORKERS COMPENSATION AND I ,I 􀁉􀁕􀁾􀁉􀁩􀀢􀀠EW'LOYERS' LIABILITY 1104564200
12/24/03 12/24/04 E'c, $ 1,000,000ANY PROPRtETORJPARlWERlEXECUTIVE B 􀁾􀁥􀁸􀁥􀁌􀁕􀁏􀁅􀀰􀀱􀀠E,L, DISEASE, Oh nv ,. 1,000,QOO E.L. DIsEASE· POLICY LIMIT S 1.000.000 • I I TOWN OF ADDISON
IS ADDITIONAL INSURED FOR GENEBAL, AUTOMOBILE AND UMBRELLA LIABILITIES. WAIVER OF SUBROGATION AS TO THE TOWN OF ADDISON ON GENEBAL AND AUTO LIABILITIES AND WORKERS COMPENSATION. I I
• CERTIFICATE HOLDER CANCELLATION SHOULD ANy OF THE Aa.OVE DESCRIBED POLrC!ES BE CANCEllED BEFORE THE EXPIRATIO TOWN OF ADDISON DATE THEREOF, "!'HE ISSUING INSURER WILL ENDEAVOR TO MA1L30
DAYS WRITTEN 5350 BELTLINE RD NOTICE TO THE CERTIF!CATE HOl.DER NAMED TO THE l.EFT, BUT FAiLURE TO 00 SO SHALl. ADDISON, TEXAS 75001 IMPOSE NO OBLIGATION OR LIABIl.ITY OF ANy KI 0 UPON
THE INSURER. ITS AGENTS OR (972)450-7091 RE: Bid 04-27 Paving Repairs REPRESENTATIVES, AUTHORJZEO REPRESENTATIVE. dison Ai ort ACORD25 (2001108) 
________________________ _ _8ADDIsoN ® Public Works I Engineering 16801 Westgrove. P.O. Box 9010 Addison, Texes 7500] Telephone: 1972) 450·2871 • Fax: 1972) 450·2837 􀁔􀁯􀁾􀁮􀁲􀁾􀁾􀀧􀁬􀁴􀁴􀁾􀁾DATE
IJOB NO. ATTE"'TION I GENTLEMAN: .u WE ARE SENDING YOU }\l Attached o Under separate cover via ______ the following items: o Shop Drawings o Copy of letter 0 Prints 0 Change order o
Plans 0 Samples Specifications 0 ______________ COPIES DATE NO. DESCRIPTION !l 7;4--;/;;1 /2 􀀮􀀯􀁊􀀯􀁾􀁨􀀢􀀢􀀬􀀬􀁟􀀠/􀁳􀁐􀀱􀀭􀁬􀀱􀁾􀀠I IA)·n 􀀮􀁉􀁾􀁾􀀠I f ....../Yn ..,....... " 􀁁􀁾􀀮􀁨􀀠.
I 􀁾..::1----􀁾􀁁􀀧􀁁􀀠􀀯􀀩􀀮􀁾􀀫􀀭/Ah1. 􀁾11 A'AM .• THESE ARE TRANSMITTED as checked below: o For approval 0 Approved as submitted o Resubmit ____ copies for approval o For your use
o Approved as noted o Submit copies for distribution o As requested o Returned for corrections o Return corrected prints o For review and comment 0 o FOR BIDS DUE __________ 19,__ o
PRINTS RETURNED AFTER LOAN TO US 􀁃􀁏􀁐􀁙􀁔􀁏􀀭􀀭􀁖􀀭􀁾􀁾􀁾􀀽􀀮􀀮􀀮􀁌􀁡􀁾􀀺􀁡􀁁􀁤􀁫􀀽􀁾􀁾􀀭􀀭􀀽􀀭􀀭􀀭􀀭SIGNED: of 􀁌􀀺􀀺􀀺􀀺􀀻􀀮􀀽􀁾􀁾􀁾􀁾􀀢􀀧􀀭􀀭􀀭􀀭􀀭􀀭It enclosures are not 􀁾􀁳􀀠noted,
please 
AUI-ZT-Z004 IZ:56pm From-T-T64 P.001/001 F-048 4950 Keller SprIngs RQad, SuIte 480 Addison, TX 􀀷􀁾􀀰􀀰􀀱􀀠(972) 􀀳􀁾􀀲􀀬􀀳􀀲􀀲􀀲􀀠Fax Cover Sheet (FAX) 392-0102 Date: August 27, 2004
To: # of Pages (illcl. cover) 3 Mr. Jim Pierce Town of Addison P.O. Box 9010 Addison, TX 75001 Phone: (972) 450-2860 Fax: (972) 450-2837 IFrom: Stewart M. Owings Faxed by: SMO Re: Work
Authorization ECS Proposal # 19:2244 -Addison Airport Fuel Truck Access Road Originals to Follow Via: oMail o FedExlUPS o Courier 00 N/A Remarks: D Urgent [!] Reply ASAP Ixl For Your
Review Ixl Please Comment Attached Is a copy of the work authorization form for the above referenced project. Please do not hesitate to call with any further questions. Stewart 
HP LaserJet 3200se n v e n tHP LASERJEf 3200 AUG-27-2004 1:28PM Fax Call Report Job Date Time Type Identification Duration Pages Result 782 8/27/2004 1:27:57PM Send 99723920102 0.57
1 OK l+1&.1 􀀢􀁭􀀯􀁬􀁾􀀱􀀠1-1'" WORK AUTHORIZATION PIMIIII':,7Nsn-.m.2 h' tn..3Dl.(lI02 Pro!." Ipfgrmllfop Projca Name: Aotdi."" Nroo!! 􀁆􀁵􀁴􀁉􀀷􀁎􀀻􀀢􀁾􀁬􀀥􀁭􀁒􀀡􀀩􀁉􀀻􀁤􀀠Praje<'
Snd Addttu: S,"fe: iXCily. AddiIOO Cll!'! InYD!U Illfmnttipn Finn.: To_<>fMf!92 MlilDl,Addtelr PO.Bo:. galO CiqI: Addilllll PJ,onc m04SD·2B'W f ....: { ) 􀀢􀀢􀀢􀀬􀀬􀀬􀁨􀁯􀁉􀁾􀀠Ii 􀁾􀁾􀀭􀂭tl
􀁾􀀢􀁤􀁾􀀮􀀠mtpIP"!I!' 􀁾􀀠_1..... 1"·,......"'I. ____ L".....l_ u._...,.􀀬􀀬􀁾,uuo...1l ,,....,_ J_ 􀁾􀁟􀀢􀀢􀀧........ $m_ '"""'-" l»_..........._ J1._ ........._MOO!W r. Qi;1_ • 􀁾􀁬....
_""-",,_._t_10. __'" 
􀁁􀁵􀁾􀁚􀁔􀀭􀀲􀁄􀁄􀀴􀀠12:'Tpm From-OTm201D2 r-rS4 P.OD2iOOl F-D4B WORK AUTHORIZATIONECS, Ltd. Phone 97Z·392·3222 Addison, TX 75001 4950 Keller Springs Rd. Suite 480 Fox 􀀹􀁮􀂷􀀳􀁾􀁬􀀭􀁏􀁬􀀰􀀲􀀠􀀤􀁏􀁷
􀁪􀁬􀁬􀁧􀁾􀁾􀁾􀁬􀁃􀀧􀁣􀁳􀁬􀁪􀁭􀁩􀁵􀀺􀁾􀁴􀁣􀁯􀁬􀁾􀀠Engineering Consulting Services, Ltd. (ECS) is pleased to provide the services outlined In the proposed scope of services below. This
contract confnms yQur authorization for the services requested and is in agreement with the attached General Conditions (Attaclunent I) under which the services arc provided. Please
attllch 11 copy of those to be copied for report distriblldon. Project Information ProjeCl Name: Addison Airport Fuel Truck Access Road ECS Proposal Number: 19·2244·CP Project Street
Address: Cil)': Addison State: _T"'X'-'-___ Zip: Client Invoice Information Firm: Town of Addison Mr. Jim Pierce Mailing Address: 􀁟􀁐􀀡􀀬􀀻􀁏􀁾􀁂􀀺􀀻􀀺􀀺􀁯􀀬􀀬􀁾􀀹􀀰􀁾􀁉􀁾􀁏___-;;-:-_--;=_-::;:,_-::
;;=;---;::--:;-__________ CiT)': Addison Stale: TX Zip: 75001 Email: Phone 972-450-2879 fax: 972-450·2837 􀁊􀁦􀁾􀁥􀁲􀁣􀀮􀁥􀁀􀀠el... Cti1I1ISf/YI. =Ii. tiS Proposed Scope of Services
(please check alllhat applies) () EUfihwl)fk Dh<eMllon (X) ConCTt'W Obl'erYlltion ( ) Reinforc:ing Slt:c:l Obk'MlliO'll () MD.&OI'lI')' Sampl!f\8 () M8.!Zonry Oblotrvatiop ( ) Stl'\lctunl
St«J Ob.ervlllion () Aspllalt ObStTVlllion () Roofing Db,.,,,,,;on ( ) Drill," Shan Ob,.rv"ioll Unit Rates fiElD SERVICES J;!'ICll'lbl:R1NGIADM!Nj!TJtATION St:Rv.CES I. Field Tcc:h.niobln
S32.OOlholif 1. 􀁾􀁃􀁉􀁾􀁮􀁣􀁴􀁲􀀠S 1S.o0Itlo", 2. Sf. hold Til,(Ulieian S l4J)C/bolir 'l. 􀁐􀁲􀁬􀁮􀁣􀁬􀁾􀀱􀀠Ellgil'la41' $ Iis.COlltour ), Vinl;l! StNCtunl Slnel S4UOIMut l. ScClttlU'y
$, lO.OMtf)ur 4. :". Roofing Ttehnlc:inn 􀁾􀀴􀁈􀀩􀀨􀁖􀁦􀁬􀁯􀁜􀁬􀁦􀀧􀀠I.ABORATO.BV SEBytcra 1. Compmsillt 􀁾􀁴􀁎􀁬􀁬􀁾􀀩􀀠UlSIlng ofccmcmc $ U.ooJe,wh 6, WullcdSicve AI\4I)1t' S IUHlO/cl("h
2. COInprmivc 6m:'n!!,ih 􀁦􀁬􀀺􀁳􀀱􀀻􀁮􀁾􀀠of t;'1Out pritl'flli $2S.00tcuh 7. 􀁃􀀹􀁒􀁔􀁮􀁾􀀠􀁾􀀠150.o!lie=u::li 3. 􀁾􀁲􀁑􀁵􀀻􀁶􀀨.to'tTIg'Ih rcni.n& 􀁯􀁦􀁬􀀮􀁾􀀠Jrortl:reyfindcri S
11.fwoacil B. Dt1I.It<y Tel" '011 Pir4ptVoilna 􀁍􀁜􀁉􀁾􀁲􀁩􀁩􀁬􀁬􀁾􀀠􀀤􀀱􀀵􀀮􀀰􀀰􀁬􀁾􀁬􀁩􀁏􀁴􀀻􀀠4. SiMW,IrdPftj(:(flt(ASTM [}'69S) S 􀁬􀁡􀁊􀁪􀀬􀁏􀁏􀁉􀀧􀀺􀀭􀁊􀁾􀁨􀀠9. YGhk\C Mi'ltagc
1 (').<I$11'1'I:l1e 5_ Ancrbns, Limi'6 T<,u S 4S.OOIcllch 10. 􀁎􀁜􀁉􀁾􀁉􀀢􀀴􀁦􀁇􀁬􀁴􀁬􀀾􀀳􀁣􀀠Fee S In.ilOl(by Tho 􀁾􀁏􀁲􀁶􀁩􀁣􀁈􀀠dcsmW ftbovc: wouldl bI:! 'ft'1'Iu.rcd ponal'lo-P01W1
from uur ot'lko in Addison. Texal. nne will be 1'1 J 1I(1)Jf "Ilmmwn ehlrg4 (01 field StMccI. Ow IlIlit 11Iun. lin: bAnd U"II .. noO'llOllIl Milt wlltk day. Monday 1hroll3h Fril"':1.
biN .....oeli the f\arn'\&1 busml;$j hout:\ ('I( 7:00 a.m to S;'JO p.m Ovt'f'lime bcyottd e mll.T\ilt.\;ly, (1I1t,ti4e Ilom"J hoW'l""d on 'SD[unmy, SutlltllY ;/nd H1)l!dll.yt win be
In\'olccd allt 1llR! of!.5 timea Ihl; nof'tt'gl h(\wly ,att fndica!cd l'Ib(wl;. 􀁓􀁰􀁣􀀬􀁩􀁾􀀨􀀠􀁴􀀬􀀻􀁑􀁮􀁾􀁵􀁬􀁾􀁬􀁩􀁴􀁭􀀠\>y Ike f)tOjcGt t;.:tanss,er or Proj«! 􀀲􀁾􀁮􀁾􀁲will b"
billcll 1111(:ttttdsllee wW, the lialcd un:il,;w.. Sal\\plCl rcqumnt! re:)illfl lum"r('IIUlt! onen tlltlu) 􀁤􀁯􀀱􀁾􀀠may be hilled !I I PI'\oriiYmle of 1.5 time; 1M ten unit nte. Work
Authorized By: Signamre: ____􀀭􀀯􀀭􀁱􀀺􀀽􀁾􀁾􀀺􀀺􀀺􀀺􀀺􀀺􀀡􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀁄􀁡􀁴􀁾􀀺􀀠Print Name: Jim Pierce Title: Signatory warrants hislher authority to bind the emil)' 􀁲􀁥􀁰􀁲􀁾􀁳􀁣􀁮􀁴􀁣􀁤􀀮􀀠
Prepared By: 􀁾􀁾􀁖􀁾􀀠Date: _08-21-04 ENG NG CONSULTING SERVICES, LTD. 
H48 GENERAL CONDllJONS OF SERVICE Ees PROPOSAL 19.2244·CP ATTACHMENT I TnOlG G<:nond Calldilbna 0/5arvlc8,lncl ...lJlno IIny 5uptllVf>cnl;1 Ccna,(illn1 01 􀁓􀁥􀁲􀁾􀀡􀁥􀁴􀀠"lIitilllre
or f1'18y beeOl'l'le ml/elltle l¢ 􀁉􀁾􀀧􀀠.tA>II:UIO 00 􀁐􀁦􀁏􀀢􀀮􀀴􀁾II! "'II 􀁰􀀡􀁏􀁐􀁾􀀮􀀺􀁴􀁉􀀬􀀠􀁾􀁉􀀧􀁡􀀠􀁾􀁾􀁯􀁴􀁊􀀡􀁗􀁏􀁙􀁬􀁴􀁬􀁦􀁣􀁉􀁍􀁾􀁴􀁉􀁜􀁉􀁏􀀠Inti 􀁦􀁾􀁤􀁮􀁬􀁊􀀠PlWQJ;ij
􀀮􀀺􀁉􀁮􀀨􀁾􀀠􀀧􀁨􀁬􀀺􀁬􀁾􀀠\loll 􀁾􀀮􀀧􀀡􀁉􀀱􀁴􀀠0111•• AQ/I8m.nI \1'"3&1 ....n1Cl1 UMcc;; 􀁩􀁉􀁾􀀠III tic Iloriorme!l 􀀩􀀩􀁾􀀠ECS lor CUant. For 1"'8 jl1JIiIMU 01 In"9 Orn(Jfill CQn(llUg*".
􀁾􀁁􀁾􀀮􀁃􀁉􀀱􀁜􀁦􀁉􀀡􀀨􀀧􀀠􀁾􀁾􀁉􀀠t'l')0\'1'> 1110 PI\lPOUI.1besQ 􀁇􀂢􀁉􀀨􀁾􀁉􀀠OmOlUO!'!$. $up;;le«rrt:I/ConOfI'p"_ til -:Illy} IIId Fe. 5tned.,Je. se:glort 1" score OF WORK 􀁾􀀮􀀠
Tl\e acOp' d WOIll '1\,lIlnClIJ"(I 􀁾􀁉􀁉􀀠􀁾􀁃􀁉􀀧􀁉􀁬􀁴􀁍􀀠􀁰􀀯􀁬􀁉􀁾􀁬􀁤􀁏􀁃􀁬􀀠bV l:.CS, ill itl (liltfeli(jl1. "..,..lClI 8'& 􀁦􀁴􀀸􀁬􀀨􀀱􀁾􀁓􀁬􀀡􀁬􀁹􀀠M{Gtil'Pry 11M ;"""I1IPII':"10
lUI !h" 1I1f.. (lIwII 11110 jllOmlll !Lllrilimeni CI Ec.s':; obl;lallQMO l.I"'Oor 11'10.0I'Mn\ 􀁾􀁤􀁬􀁮􀀮􀀧􀁉􀁜􀁄􀀠[nili& QDI'IMII ColICIitIoIlB and "I'Y 􀁾􀁬􀀮􀁉􀁰􀁰􀁬􀁥􀁭􀁯􀁮􀀡􀀮􀀺􀁬􀀱􀀠tlllntftucr
.a 􀁉􀀡􀁾􀁏􀁲􀁄􀁩􀁉􀁦􀁇􀀡􀁈􀀠IImlll; 1\ balnu 􀀬􀁾􀁕􀀱􀀩􀁯􀀠l)f\1o'lO'od IMI 􀁾􀁉􀀠􀁦􀁩􀁾􀁮􀀠l:.tMcciS pra'oulcd 1Ih,:,,1I 08 􀁩􀁬􀀧􀁬􀁾􀁾􀁃􀁥􀁾􀀠Md 11,/(1 IQf 11'1 􀁾􀁥􀁣􀁯􀁮􀀱􀁬􀁵􀀢􀁃􀁯􀁉􀁉􀀠1Nl\h
􀀤􀀨􀀩􀁾􀀧􀁣􀁃􀁣􀀡􀁾􀀬􀀠Jl3 1>IIIHlRlIO(X) 1M" 11'.& aCOl)9 of wof,( .Rl'ld IInI. 􀀡􀁬􀁴􀁬􀀧􀀡􀁧􀁤􀀧􀁾􀀠ODfll'llllt IrI L111. PNpOUIII"II buod 01'1 \lflll h\f'tmIIllol'i oro.I(/"O!<lI
lIy C'qnt I' thlll Il'IfD,m;:d!lIn 1lI 􀁉􀁲􀁉􀀢􀁑􀁴􀁉􀁉􀁾􀁬􀁴􀁬􀀹􀀠0' 1II.otu/'iI". 01 If 􀁵􀁮􀁴􀁾􀁰􀀮􀁥􀁬􀀮􀁤􀀠QOIl(I'uot!J oil"' 􀁣􀀬􀁉􀁴􀀮􀁾􀁡􀁯􀁬􀀡􀀡􀁭􀁤􀀮􀁬􀁨􀀮􀀠,tg-po I.lf """II<.
lnay cIlaI'lO&. I!IWlI'I 11$ II'IOWOIII 'I 11'1 PIDI!'Ol:i. If Il'Ie Cllanl KlqllOQI!: 􀀻􀁉􀀢􀁤􀁬􀁾􀀺􀀧􀁬􀀠",<iMCi;4 Dr ....tuil"i I ell.no. 10'1 Ille 'COPt 01 V!QI'II: or "..,0 .'l"oe"""
􀁉􀁾􀀠􀁉􀀧􀁉􀁉􀀱􀀧􀁏􀀧􀁾􀀺􀀺􀀧􀀧􀀧􀁙􀀢􀀠... WfIillm 􀀳􀁉􀀧􀁴􀀡􀁾􀁬􀁩􀁬􀁨􀀻􀀧􀀱􀀴􀀱􀁜􀀱􀀱􀁏􀀠1.'1e. Atjteom81l1 illlll' lio IiXOC\lIOd tit 11113 􀁃􀁉􀁉􀁾􀁉􀀧􀁉􀀧􀀧􀀧􀀧􀁉􀀢􀁉􀁉􀀠ECS J.
tiX!n ao It t/laClltal"lllll .l)() CMUII1 to ilKII tmtllWmonli IlIilll\OI 00 􀁵􀁮􀁲􀁯􀀻􀁡􀁧􀁬􀀧􀁬􀀢􀁬􀀱􀁬􀁾􀀠'l'lJhnel:(l. HCTIOH 2' cuiON't 􀁑􀁉􀀵􀁾􀁾•. -m. 􀁃􀁉􀁾􀀠1M1I tIOl1¥O ;II'1Y
L1awn 0( ! .... p1UIKI h,z.of®'... 􀀱􀁜􀁉􀁬􀁩􀀧􀀡􀁉􀁉􀀡􀀧􀁬􀁾􀀢􀀠"""lCh "i1'O Ql" may 110 lableo Ie 1M 􀁬􀁾􀁲􀁙􀁩􀁴􀀢􀀠Iii be Ctth1(1'eI Sutl'lllOZ8I'dOlo& 􀁾􀁾􀁯􀁳Mlil:ll,n-rhIOIJ IHII
N:I! 􀁢􀀮􀁉􀁉􀀯􀁉􀁉􀁩􀁬􀁯􀁾􀀠10 􀁾􀁪􀀧􀁖􀀠IIIIbSI'1\OIt 􀁷􀁨􀁾􀀠􀁾.. til IN!.y DOW ili ("9.0'11 0' 􀁐􀁾􀀱􀀡􀀾􀀧􀀧􀀱􀀱􀀱􀀺􀀱􀀡􀀠"lR:.IMI It) 11\>m$fl hllillh « lI1e ehv1tOl\tnertl\lA\e\7l$r
con\ilIM(l1'1 Oi plCOlitt. m;lWI\;II, 􀁾􀁬􀀮􀁉􀁤􀁵􀁃􀁉􀀬'irt'ttlf (l/&l!lI'Ill!9IHld ""nell'lt! II II\IJlllt In <lull(!, IiqIlI4.. 􀁾􀁯􀁬􀀡􀁜􀁬􀀾􀁴􀁯􀀧􀁬􀁤􀀧􀀠cF901nOlJ. form, Thl, 􀁾ill
tlolllY ECS tlreny tUCII 1111.)1'110\1$ 􀀧􀁬􀁉􀁢􀁋􀁬􀁾􀁾􀀠mlll 􀁾􀀱􀁗􀀢􀀧􀁐􀁐􀀱􀁹􀀠\i>::my of)}" 􀁾􀁇􀁬􀁮􀁴􀁬*"Mlal\t!! willa) ECS (filii Il$pfl)\il';O 01 0\\;11", 131 wnltnal5;1 􀁍􀁾II.1J«.n
orf\Mfany .,.mlMl <JpoJ! ttn!l:n ttNJctt i!tI 􀁾t6 PQi1grrno:o t!'jiOtl'lbIoYCel,"'IiII:!I'II' or OOMltlCWI$ Of tCa. flit ClIent 6""11 t>tIU/y E¢.S 01 ;til .wI'> M;3!Mluf!l .ubU1nt6a
of 􀀢􀀢􀀧􀁨􀁾􀁨􀀠II II" knowltcae Of v,.I\ICh )j 􀁾􀁬􀁏􀀡􀁙􀁢􀁜􀁹􀀠􀁓􀁉􀁉􀂻􀁉􀁉􀁃􀀱􀁾􀀠􀁾􀀾􀁬􀁬􀀡􀁬􀀡􀀠VJI<IIIo 􀁾􀁮􀁬􀁍􀁬􀁜􀁑􀀠tllO 4ti1l Mf'HmtJ'lt TIIf,'t'llner, 􀀨􀁉􀁉􀁾􀁗􀁭􀀻􀁭􀁑.wlil.::.IIoI'lI
O ECS ,nal oe 􀁲􀁥􀁾􀀯􀁊immtCllllJelyVPtln 1l'l',,,WOIY Ii;;my 011'\« i>.U'.O)II(!OlIS auOlyne.. 01'" uPun 􀁥􀁉􀁾􀁯􀁬􀁬􀁮􀀮􀁾􀀢􀁾COtl!;imr;zIlQl\$lIf j:hMQ\ltIy CllI1:lDtod lIuhatar"::GII
'WJIIlM lno InCtellMd 􀁗􀁉􀁗􀁾􀁬􀁉􀁯􀁮m:tkt:I II\III!' 􀁭􀀺􀁉􀁾􀁬􀀱􀁯􀁶•. 􀁾􀀨􀀡􀁜􀁯􀁉􀁉􀀱􀁉􀁑􀀠Oil'!)' 􀁬􀁬􀀧􀁨􀀺􀁉􀁾􀀠"'. m !Mil In In. 􀁾llamW'lIl1o, t)t 1/fny h$Pntm.il 􀀮􀁜􀁬􀁗􀀮􀁑􀀻􀁮􀁾􀀻􀁷•
"'ltO..etfld t)r tttl.unely WSf1Itltd Ill' ECS .ahl\( Ib '.II1MCCII 1I!!1 tmOl:!MMlfI, EGS PIty. et ka 􀀮􀀺􀁴􀀻􀁾􀁬􀁉􀁮􀀮􀀠"'""'"""". iI5 􀁾W!!I)1I61' o,.lOt EC5 IflltOlIl\1\n. I.ltl\flet"
In "'1'IOi:) at ..􀁾􀁮􀀬􀀠11'110 C..,I.JiId ecs tnay tOiae to tull...1l1n& ut)PI 101 􀀧􀁾􀁌􀀮Ict.oOufD lind \:11<'1 f>I1\1Nlod m Of twduellllo 􀁍􀀺􀁥􀁏􀁴􀁾􀁃􀁴􀀩􀀠WIIJ'Il!\o tllld_llllalO!lo.:lllon
or cfllICiIlon. JlfIeI ECS Nt, tl.' 􀁾'*tmIII$l, III..ctn6ftl Itl 111& henl mal \FIe 􀁁􀁑􀁴􀁥􀁾􀁍It !&MiIn9*' pw,;q:m !G W1 $odlot!:, illo CII*IU sfllMl J»Y fCS tor tlNCl' 9nt1 ali 1W5CllaottIOmI!lIl
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'!'IiI. r.1k. jll nICMII5ry ,"d f8t&onabf5 􀁾􀀱􀀱􀀱􀀱􀀱􀀱􀀱􀀬􀀮􀁴􀀠to prottCf I'l" 􀁏􀁾􀂥􀁏􀁏􀁓􀀮􀀺􀁉􀁾􀁉􀁜􀁊􀁉􀀠JUdI poHlbill l15ill'llllaUtdl af flulWn(:U Tile ('810I'laC(e !l<rnt'l
co'" oht,l(n n Mfl3SIII!l: '1'1311 tHt oon'< by \lie Critllt HetlQtt.' all! INCjS ANn WlIfNIS :a. 0111011 O\MM'I!l1I IIped\eaUy J)fO\I!tfad Ir\ 1M Pt.)gotel or /<OMMenl, \;1Wig& will
bo fn$t)d Of'! "eMI! 􀁵􀁾uull 􀁾IU !1!l!loD!d nILI.!h&trm 0110 III. 5!t1lel'li4l: tAli' 􀁊􀀨􀀱􀁉􀁩􀁾􀀬􀀠Vlw,l 􀁾􀁦􀁉􀀮􀁴􀁴􀁾􀀠􀁏􀁉􀁾􀁲􀀠o.p!Of'!m. Su.... bllllllOo al'lali Mil b. 􀁉􀁨􀁬􀁬􀁬􀁬􀀵􀁾􀀠by
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of tnd 􀁓􀀴􀀺􀀱􀀱􀁾􀀠f\ 􀁷􀁴􀀧􀀾􀁾􀀠1M 􀀬􀀮􀁾􀁪􀁾􀀠lot:;t11l'lJ (!wi nlll l!Wlldlng 1/:'1;"01«1' 01 !lilt J\>/tt) 
r-:'I:I􀁾ii-I LEITER OF Job No. 39959 The HNTB Companies Sule 200, 5910 W Plano Palkway. Plano Texas 75093 (972) 861-562s TRANSMIITAL Date 08/24/04 Re:Town of Adilison IInlet locations
for "Type D" Repair Areas •Attn:Jim Pierce, P.E. i Assistant Public Works Director 116801 WestgorveDrive 'Addison, TX 75001 I WE ARE FORWARDING TO NO. OF COPIES SHEET NO. LAST DATED
1 , 8124/04 1 RI'M.lflLl DESCRIPTION Inlet Installation schedule Inlet THESE ARE TRANSMITTED: D For approval 􀁾􀀠For your use D As requested D For review & comment PLEASE NOTE: I have
attached a table depicting the inlet locations and addition information requested by the contractor for the Fuel Truck Roadway project, along with a sketch of the inlet locations. A
copy of this document is being sent to Dave Foster and the contractor. COPY TO: Dave Foster w/attachrnent Texas Standard Construction Ltd. wI attachment Michael A. Hutchison, P.E. Project
Manager 
PAVEMENT REPAIR AND STORM SEWER MODIFICATIONS FOR THE FUEL TRUCK ROADWAY INLET INSTALLATION SCHEDULE Repair Area Plan sheet No. Inlet to be installed: EastSide Top of inlet below finished
pavement Inlet to be installed: WestSide Top of inlet below finished pavement A1 4 NO n/a YES 0.5' 01 4 NO n/a YES 0.2' 02 4 YES 0.2' YES 0.2' 03 5 YES 0.2' YES 0.2' i 04 5 YES 0.2'
below sign slab elev. YES 0.2' I I 05 5 YES 0.2' NO n/a Note: All proposed pipe shall be installed at a minimum slope of 0.5%. M:\JOBS\39959·FuelTrk RoadlTECHPRODlSpecslSecond Advertisement\lNLET
SCHEDULE 082404 8/24/2004 
286' I141' , €XIS,ING IMPNHCt.E -"""," 39', TO REMAIN ". I SEE DETAl;􀀯􀁾􀁅􀁐􀁁􀁉􀁒􀀠AAEA ( 􀁾􀀠r REPAIR AAEA i ?􀁔􀁾􀁐􀁅􀀠'83' TYPE 'A1' /1 I, l( 0 I 0/1 /.' " 0 I 􀁾+ 0 .... 􀁾􀀠I
􀀱􀀴􀀬􀁾􀀱􀀠/< I g::I25' 99'V) W ,(]o /1HCC i 12;00 13+()Q 14+00 15 W *-------,--------,-------------􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀁾􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀁾􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭----'f
I /u ,/􀁾􀀠/􀀭􀁾􀀠TIV<IWAY 'A' $0 l( ». 􀁾􀀠....-• c-: 􀀴􀁾􀀴􀀱􀀠49' EXIST ING GRATE T I REMAIN FCR THIS /'REPAIR MEA 􀀯􀁾􀁅􀁐􀁁􀁉􀁒􀀠MEAi".... AAEA ONLY ___ TYPE 'D11 TYPE '02' J 0
.'\ /I I I 1a +III-1/I I< 70' 66' lq 23'I,V) 􀁾􀀠I;lo 1S+00 17+{)O 18+00 19+00 2 1--􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀬􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀁾􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀁾􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭�
�􀀭􀀭􀀭􀀭􀀭----------'I U I􀁾􀀠TAXIWAY 'A' ,-􀁾􀀠RtV1SIOtf »'PIiQ'l. '" 04T( 1'0:1/1$11>' APPRO',. 􀀱􀀽􀁉􀁾􀁩􀁩􀀽􀁊􀁾􀁾􀁾􀁮􀁡􀁴􀁕􀁾􀀠TOWN"FUEL mUCK DELIvERY Ro.N)OESIGN "'" PROJECT 1fO.
19'5'} ellEeK "'"1--... OllAw!>! '" dOS PAVEMENT REPAIR AREASI-CHECK '"1--... I At) At) tDN,I=r OAn: w.y 􀁾􀁏􀁬􀀩􀀼􀁬􀀠􀀬􀀬􀁾􀀬􀀠TOWN, 0 20 40 60 eoI SCALE IN FEET 0 0 +10 􀁾􀀠< l-V)
Z --' I u 􀁾􀀠::;: 0 a + '" 0 • <l,V) W *--' I U 􀁾􀀠::;: .. SHEETOF ADDISON OF ADDISON, TEXAS 4 
_______ ----􀁾􀀠, 1i 􀁾􀀠: '" , 􀁾􀀠f/' c ./, 215' 50' 148' 40' yREPAIR MEA REPAIR AREA Ic::oo.r::::::.t:::iiII , 􀁤􀁾TYPE '0:3' . ! 0, 0 􀀭􀀭􀀭􀀭􀀭􀀭􀁾.... --,/' i , c.j? \ FI, I0 \
N \' I ./,/I 2S' r <=00« " 31' r .... , , ) " (J) " ... , W «)O . 21+00 22'll0 /23+C0 , 􀁾􀀴􀀭􀁲􀁻􀀱􀀰􀀠2 !f ------􀀭􀀭􀀭􀀭􀁾􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀁲􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀢􀁾􀀭􀀭􀀭􀁾􀀭􀀭􀀭􀀭􀀭----
-----+------____l_'_ --,/!...J •/::t: /" 􀁃􀁏􀁎􀁔􀁒􀁁􀁃􀁔􀁾􀀠SHALL CC>C:RDINATE l <.:> , CLOSURE C£ TAXILANE 'T' WITH /" , 􀁾􀀠•" 􀁁􀁉􀁒􀁅􀁉􀁬􀁂􀁌􀁬􀀧􀀮􀁅􀁂􀀬􀀡􀁩􀁑􀀡􀁪􀁾􀁅􀁌􀀮􀁊􀀬􀁊􀀻􀁉􀁎􀁉􀁍􀁕􀁍􀀠O
f 72 HCURS PRim TO CLOSURE. BARRICIDES SHALL BE INSTAU.ED PER ACi50/5310-2E. REPAIR AREAS 'C1 AND 'C2' SfW.l. SE COWI..ETED WITHIN 3 1AXIWAY 'A' CALENDAR DAYS fROM THE 􀁔􀁉􀁾􀀠C£ CLOSURE.
NleHT\I01K IS PERMITTEQ F<R THESE AREAS ONLY. AND SHJlL.L SE CQ(ROINATED wiTH THE TOWN OF ADDISON 72 HOURS PRIOR, I -----,"----, ___.M. , 241' . 41' I REPAIR AREA ITYPE 'Cl' I I MEA􀁾􀀰􀀠TYPE
'04' 􀁦􀁛􀁾􀁲􀁒􀁮􀀺􀀧􀀺􀁾0 , 1'0 I I I !+ i 􀁾􀁩􀀠􀀢􀁾􀀭􀀸􀀧􀀠􀀠-----,to N 1/t I ://« I I.... 41' I 28 I(J) 􀁾􀀠loco \ 26'll0' " 27.00 2S.JoO 1----'􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀁾􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭�
�􀀭􀀭􀁲􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀁾􀀺􀀭􀀭􀀭􀀭􀀭􀀭􀀭_______ ...J •\ ::t: " <.:> !;;: :=!: TAXIWAY 'A' "l1 2 􀁾􀀠f.." /tt;;VISIQI\l #,PROV. 00, OJ;lE fllt:VISION ,aPPRO\!, 􀀱􀀺􀁉􀁾􀁩􀁩􀀽􀁊􀁾􀁾􀁕􀀼􀀡�
�􀁉􀁾􀀠! DESION -FilMer NO. "''' "'"'' "'., 1)f),\1,I" '" ",,'" 􀁾􀀠"'" ",. SCAt! I 0 20 40 60 80 SCAlE TN FEET '" 0 0 + I/') N « .... (J) W !f ...J ::t: <.:> !;;: :=!: " ,196' . 0---------..-"/'\
􀁾􀀠\ 0 •--.... i I<l'..1 l« ..... (J) 29+CO ilLI;;i , -+-____________ z" ...J :x: <.:> 􀁾􀀠 " , SHEETTOWN OF ADDISON FUEL TRUCK DELIVERY RO.ao Ii M o > a ••• 0 " PAVEMENT REPAIR AREASADDISON
TOWN OF ADDISON, TEXAS 5 
􀁾􀀭􀀭􀁈􀁾􀀭􀀭􀀭􀁾􀀭􀁾􀁾􀁾􀁾􀁾􀁾􀁾􀁾--........􀀭􀁾􀀭􀁾􀁾􀀭... -􀀭􀀭􀀭􀀮􀀮􀀮􀀮􀀮􀀮􀀮􀀮􀀮􀀮􀀭􀁾􀀭---.....􀀭􀀭􀁾􀁾􀀭􀀭􀁾􀀭􀁾􀀭􀁾􀀭􀀭􀁾􀀠􀀭􀀭􀁾􀀠. -i -􀁾􀁈􀀭􀁾􀀭􀀭􀁾􀁾􀀧􀀠....-􀀭􀁾􀁾􀀭􀀭􀀭􀀭􀀭􀁾􀀭􀁾􀀮􀀠�
�􀀮􀀠􀀭􀁾􀀮􀀭􀁾􀀠􀀮􀁾􀀠.. ------+1---------􀀭􀀭􀁉􀁾􀁉􀀭􀁾􀀭􀀭􀀭􀂷􀂷􀂷􀂷􀂷􀁾􀁾􀀭􀀭􀂷􀂷􀀭􀂷􀀭􀁾􀀠.......􀀭􀁾􀁾􀀭􀀭􀀭---....... 􀀭􀁾􀀠 _._....--......... -------........-------􀀭􀁾􀀭􀀭􀀭􀀭􀀭-......􀀭􀀭�
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􀀭􀀮􀀭􀀭􀀭􀀭􀀭......􀀭􀀭􀀭􀁾􀀭􀀭􀀭􀀭􀀭􀀭􀀮􀀠􀀭􀀭􀀭􀀭􀀭􀁾􀀭􀁾􀀭􀀭􀀭􀀭􀀭􀀭......... 􀁾􀀭􀁾􀀭􀀭􀀭􀀭􀁾......... 􀀭􀁾􀀭􀀭􀀭􀁾􀀭􀁾􀀭􀀭􀀭􀀭---_......._-----'------------...􀀭􀀭􀀮􀀭􀀭􀀭􀀭􀀭􀁾􀁾􀀭􀀭􀀭....
􀁾􀀭􀀭􀀭􀀭---......... 􀀭􀀭􀁾􀀭􀀭􀁾􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀁾....... -......􀀭􀀭􀀭􀀭􀀡􀀭􀁩􀁾􀀭􀀭􀀭􀀭􀀭􀀭.......􀀭􀁾􀀭...... ------.---........ ----.......-􀀭􀀭􀀭􀀭􀁾􀀭􀀭􀀭􀀭􀁾􀀭􀀭......􀀭􀀭􀀭􀀭􀁾􀀭
􀀭
HP LaserJet 3200se HP LASERJET 3200 AUG-12-2004 9:03AM Fax Call Report Job Date Time Type Identification Duration 498 8/1212004 9:03:00AM Send 92143305254 0:39 TOWN OF ADDIsoN PUBLIC
WORKS To: From: Jim PIerce, P.E. SWt. Vt.b6m Asst. Public Wks. Dir. Company: if 5fJ. C&tt Pbooe: 􀀹􀀷􀁬􀀯􀀴􀁓􀀰􀁾􀀱􀀸􀀷􀀹􀀠FAX: 9721450-l837 FAX#: '1--/1:/:-􀀧􀀳􀁾􀁯􀀭􀀧􀁾􀀺􀁚􀀧􀁩􀀼􀁦􀀠jpltru@d.ldduO
D.ts,1U Dat.: t{11./lf)tf 16801 Westgrove P.O.BOlI9010 # orpag..(Including 􀀼􀁏􀁖􀀼􀁲􀀩􀀺􀁾􀀠Addison, TX 75001-9010 Re: Fl#f rrnJ; R.....Jr.17 CJ Orlginlllmm.iI /!('Pti'YOllrrtQllC5t
o FYI o C.Umt Commmu:________________ invent Pages Result 2 OK -....-....􀀭􀀭􀀭􀀨􀀭􀁆􀁾􀁴􀀭􀀭􀀭􀀭
DATE SUBMmED: August 2" 2004 FOR COUNCIL MEETING: August 10, 2004 Council Agenda Item: SUMMARY: This item is for the award ofa bid by Texas Standard Construction for Paving Repair' and
Storm Sewer Modifications for the Fuel Truck Roadway at Addison Airport. FINANCIAL IMPACT: Budgeted Amount: $11 0,000 Cost: $108,565 Funding Source: Airport Operations Fund and Routine
Airport Maintenance Program (RAMP) Fund BACKGROUND: Each year the airport receives $30,000 from TxDOT Aviation Division for RAMP, which requires a $30,000 local match, and therefore
provides $60,000 that can be used for routine airport maintenance projects. So tiIr $13,000 has been spent on roof repairs, $5,810 has been spent on engineering for this project, leaving
$41,290 in RAMP funds for this project. An' additional $70,000 is available from the Airport Operations Fund for this project. The bid process was set up with alternates such that the
repairs were prioritized in order of need. Four bids were received for this project. A tabulation ofthe bids received is attsched. Covenant Construction's bid is considered non-responsive
as they did not break out the alternates as required. Further analysis ofthe two lowest bids from Pioneer and Texas Standard Construction follows: Fuel Truck Road Bids 7/2812004 With
With With With Base Bid All 1 All. 1.2 All 1,2,3 All. 1.2.3.4 Pioneer 27.777.78 43.177.78 47.944.45 78,711.12 116.399.08 Tx. Std 38,800.00 50,200.00 55,400.00 78.045.00 108.565.00 Even
though Pioneer submitted the low base bid, Texas Standard Construction is the low bidder considering all alternates. Texas Standard's references checked out very satisfactory. RECOMMENDATION:
Staff recommends that a contract, including the Base Bid and Alternates I throngh 4, fur the Paving Repair and Storm Sewer Modifications for the Fuel Truck Roadway be awarded to, and,
that the City Manager be authorized to enter into a contract with TeX',!lS Standard Construction in the amount of$108,565.00. .. 
Paving Repair and Storm Sewer Modifications for the Fuel Truck Roadway BID NO 04-27 DUE: July 28, 2004 @2:00PM BIDDER Q w Z S2 en 'a c 0 III ii BaH Bid Alternate #1 Altemate#2 Altemate#3
Altemate#4 Total Base + Alternates Texas Standard Construction y y $38800.00 $11400.00 $5,200.00 $22,645.00 $30520.00 $108565 Pioneer y y $27,777.78 $15,400.00 $4,766.67 $30,766.67 $37,687.96
$116399 Jim Bowman Construction LP v v $39200.00 $16400.00 $12300.00 $48500.00 $33400.00 $149800 Covenant Construction y y $187668.00 included included included included $187668 Gibson
& Associates y v $57200.00 $24800.00 $15.000.00 $62200.00 $55300.00 $214500 'IIlinvJ, M Min"" Suh. Purcha.lng Coordinator 􀁥􀀢􀀢􀀢􀁴􀁊􀁊􀁾􀀠Witness 
:)d((;/hm 7t{-7@aol. C<1fvI 􀁾21 '1-330-S '7-5t Sign in Sheet PAVING REPAIR AND STORM SEWER MODIFICATION FOR THE FUEL TRUCK ROADWAY Pre-Bid Meeting July 19, 2004 2:00 pm Fuel Truck Roadway
Repair Pre Bid Meeting 13 711912004 
SECTIONAB ADVERTISEMENT FOR BIDS 1. Sealed bids addressed to the Town of Addison, Texas, for the Construction of Paving Repair and Stonn Sewer Modification fur the Fuel Truck Roadway
at the Addison Airport, for the Town of Addison, Texas, hereinafter called "Town", in accordance with the plans, specifications and contract documents prepared by HNTB Corporation, will
be received at the office of Ms. Minok Sub, Purchasing Coordinator, Finance Building, 5350 Belt Line Road, Dallas, Texas until 2:00 p.m. on Wednesday, the 281h day of July, 2004. Bids
received by the appointed time will be opened and read aloud. Any bids received after closing time will be returned unopened. 2. The contractor shall identiiY his bid on the outside
of the envelope by writing the words -PAVING REPAIR AND STORM SEWER MODIFICATION FOR TIlE FUEL TRUCK ROADWAY. 3. Bids shall be accompanied by a cashier's check or certified check upon
a national or state bank in an amount not less than five percent (5%) ofthe total maximum bid price payable without recourse to the Town of Addison, or a bid bond in the same amount
from a surety company licensed by the State of Texas to act as a Surety, or a Binder of Insurance executed by a surety company licensed by the State of Texas to act as a surety or its
authorized agent as a guarantee that the bidder will enter into a contract and execute a Perfonnance Bond within ten (10) business days after notice of award of contract to him. 4. Plans,
specifications and bidding documents may be secured beginning at 9:00 a.m. on Friday, the 91& day of July, 2004 from Ms. Minok Sub, Purchasing Coordinator; Finance Building, 5350 Belt
Line Road, Dallas, Texas. 5. The right is reserved by the Mayor and the Town Council as the interest ofthe Town may require to reject any or all bids and to waive any informality in
bids received. 6. The Bidder (Proposer) must supply all the information required by the Proposal Fonn. 7. A Perfonnance Bond, Labor and Material Payment Bond, and Maintenance Bond will
be required by the Owner; each Bond shall be in the amount of 100% ofthe total contract amount Bonds shall be issued by a surety company licensed by the State of Texas to act as a Surety.
The performance and payment bonds shall name the Town of Addison as obligee (or such other entities as may be designated at the time a contract is executed). 8. For infonnation on bidding
or to secure bid documents, call Ms. Minok Sub, (972) 450-7091. For information on the work to be perfonned, call Jim Pierce, P.E., Assistant Public Works Director, (972) 450-2879 or
Mike Hutchison, P.E., HNTB Corporation, (972) 661-5626. 9. This project consists of providing Pavement Repair and Stonn Sewer Modification as shown on the plans and in accordance with
these specifications. 10. A Mandatorv Site Visit will be held at 2:00 p.m. on Monday, the 19th day ofJuly, 2004 beginning at the Addison Service Center, 1680 I Westgrove Drive, Addison,
Texas 7500 1, 972-450.287 L All bidders are required to atcmd. Lack ofattendance will be considered non·responsive and a bid will not be accepted from anyone not attending. AB-l 
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//" I : I􀁾i j -JARCHITECTS ENGTNEERS PLANNERS HNTB CORPORATION Architects Engineers Planners 5910 West Plano Pkwy.• Suite 200 Plano. Texas 75093 Invoice No. 1-39959-0S-001 LumpSurnFee
June 25. 2004 Town of Addison 16801 Westgrove P. O. Box 8010 AdcflSon. Texas 75001-9010 In Account With Remittance Address: HNm Corporation P.O. Box 802741 Kansas City. MO 64180-2741
Contract Amount $ 10,603.00 Services Ihrough May 21. 2004 100% x $10.603.00 = $ 10,603.00 Amount Earned To Date $ 10.603.00 Less Previously Invoiced $ $ 10,603.00 1'11(' HSf!) 􀁲􀀺􀁦􀁬􀁭􀁉􀁊􀁤􀁊􀁊􀁦�
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Fuel Truck Road at Airport Page I ofl Jim Pierce From: Jerry Holder [JHolder@HNTB.com) Sent: Wednesday, June 16,20047:00 PM To: Jim Pierce Cc: Mike Hutchison Subject: Fuel Truck Road
atAirport Jim, you left a message on my voice mail recently that Ijust came across. You asked about the $5,810 fee for the Fuel Truck Road and you weren't sure what it was for. The original
contract for $4,793 was to develop the details of the different pavement replacements. After we finished those, you and I discussed in your office the need to produce a set of plans
and specs that you could give to contractor's to bid on so that they would know what they were actually bidding on, and would have the necessary bonds, etc. the Town needs to bid a project.
The $5,810 was a supplemental agreement to develop the plan set and contract documents that Mike Hutchison put together for you. I spoke with one of the contractors (North star) about
why he didn't bid, he said he has too much work at the moment and wasn't going to be able to get it done on the time frame you needed. He said if it came out again in mid to late July
he would bid on it. He was surprised that we only had one bidder. Did you ever find out why Bowman didn't bid it? By the way, I really enjoyed visiting with your wife at the TPWA convention
in Abilene. Thanks, Jerry This e-rnail and any files transmitted with it are confidential and are intended solely for the use ofthe individual or entity to whom they are addressed. Ifyou
are NOT the intended recipient or the person responsible for delivering the e-mail to the intended recipient, be advised that you have received this e-mail inerrorandthatanyuse.dissemination.forwardi
ng.printing. or copying ofthis e-mail is strictly prohibited. 6/17/2004 
􀁾􀁾􀀧􀁾􀀠DATE SUBMITTED: June 14,2004􀁾􀀷J0V FOR COUNCIL MEETING: June 22, 2004 􀀮􀁾􀀠Council Agenda Item: 􀁾􀀠SUMMARY: This item is for the rejection of a bid by Gibson & Associates,
Inc. for Paving Repair and Storm Sewer Modifications for the Fuel Truck Roadway at Addison Airport. FINANCIAL IMPACT: Budgeted Amount: $41,290 Cost: $57,200 (Base Bid) Funding Source:
Airport Fund and Routine Airport Maintenance Program (RAMP) Funds BACKGROUND: Each year the airport receives $30,000 from TxDOT Aviation Division for RAMP, which requires a $30,000 local
match, and therefore provides $60,000 that can be used for routine airport maintenance projects. So far $13,000 has been spent on roofrepajrs, $5,810 has been spent on engineering for
this project, leaving $41,290 for this project. There are more repairs needed on the fuel truck access road than we have money for in RAMP so the bid process was set up such that the
repairs were prioritized in order of need. Only one bidder bid on this project and his base bid exceeded the amount of money available for the project. All amounts bid exceeded the Engineer's
Estimate as well. A tabulation ofthe bids received is attached. RECOMMENDATION: Staff recommends that the bid received from Gibson and Associates, Inc. for the Paving Repair and Storm
Sewer Modifications for the Fuel Truck Roadway be rejected. 
/::;fiatt 􀁾􀁬􀁤􀁾􀀮􀀬􀁳( ( (". 􀁾􀀠..... m Sign in Sheet PAVING REPAIR AND STORM SEWER MODIFlCATION FOR THE FUEL TRUCK ROADWAY Pre-Bid Meeting June 3, 2004 2:00 pm Cf i,)' '!'l J-'Ie sJ.,.
(.,...:t-"'. q,77.,.-(..12-3-/5/3 I '-0 ..... IVg::\, ...... V1 􀁾􀀠..,.7..1 3 1 '{?H'7 -.•.h"h.'19tcy\ 1&''';;;.,...... 􀀱􀀻􀁾􀁓􀁮􀁣􀀮􀀮􀀬􀁤...s n·s 􀀬􀀬􀀨􀀷􀁾􀀠-SS7-1/"t'1 3 sl71 /Vltu
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) 4tl..( .... 􀀿􀀮􀀮􀀬􀁾􀀱􀁕􀀠a.. "IV ...>􀀨􀀮􀁅􀁏􀀮􀀮􀀯􀀮􀁊􀀡􀀮􀀧􀁾􀀠ro......t 􀁾􀀠..71fSrA£ Cew$: ,be-J 0 -(" _ J"b' ,1/. _ 􀁾__ w.t .\}.•..\.., /' /J I.TJA, .t.J..i.JJ"'\ .11_ 􀁄􀁃􀀷􀁾􀀠.t:;Y7
-? "I ..,. I (;) <'f1 1 9 􀁾􀀱􀁩􀀠􀁾􀁾􀁮􀀮􀁊􀀠/:rn-􀀴􀁾....'t£"()1:) '1, 5<J 􀀬􀀢􀀬􀀺􀀫􀀬􀁾􀀠..-1 I'l I , 1" __ ._ --;_ 􀁾􀀠J n .... 􀁾􀀬􀀬􀀬􀀬􀀬􀀠J VA,..., 0..,. ...>..,. ...> V1 Z
0 IV ..... ..... 0 IV ..... 0 IN Fuel Truck Roadway Repair Pre Bid 􀁍􀁥􀁥􀁾􀁮􀁧􀀠613
12004 Public Works I Engineering 16801 Weslgrove' P.O. Box 9010 AddisOIl, Taxos 75001 Telephone: (972) 450·2871 • FoX! (972) 450·2837 DATE t, -:U-OL/I JOB NO. ATTENTION iRE: 􀀮􀁾􀀠vi
in /-1' mt'nl-.../;4.;1/􀁦􀀿􀁾/AA ,:l-I I J ! , ! GENTLEMAN: WE ARE SENDING YOU KAttached D Under separate cover via ________ the following items: D Shop Drawings D Copy of letter D
Prints D Change order D Plans D Samples D SpecificationsD ______________ COPIES DATE NO. DESCRIPTION 7 THESE ARE TRANSMITTED as cheeked below: D For approval D Approved as submitted
D Resubmit ____ copies for approval J1\{For your use D Approved as noted D Submit copies for distribution D As requested D Returned for corrections D Return corrected prints D For review
and comment D __________________________________ D FOR BIDS DUE __________ 19,__ D PRINTS RETURNED AFTER LOAN TO US COPYTO Cc... 􀁾􀁾􀀠 SIGNED:/-+=::..:::A':...􀁾􀀧􀀺􀀮􀀮􀀺􀀠_______􀁾􀁟􀀧􀁉􀀭􀁟􀀧􀀠.,
/= If enclosures are not as noted, please 􀁾􀁾􀀠
SUPPLEMENTAL AGREEMENT This Supplemental Agreement, Number 1, to the AGREEMENT FOR ENGINEERING SERVICES, dated February 10,2004 (the Agreement), between Town of Addison (Owner) and HNTB
Corporation (Engineer) is made effective as of the 17th day of May, 2004. 1. Engineer shall perform the following Services: • Plan Production/Design o Initial site visit o Graphics for
initial site visit o Produce plan sheets o Quantity sheet o Modify detail sheets o Site visit to verify plans o Address City comments (1 review submittal only) o Printing • Specifications
• Estimates • Bidding/Construction Phase o Advertise o AddendumiRFI o Pre-bid meeting o Bid-opening o Construction phase 2. In conjunction with the performance of the foregoing Services,
Engineer shall provide the following submittalsldeliverables (Documents) to Owner: Changes to be incorporated into the plan production/design documents and will be reflected in the interim
review submittals. 3. Engineer shall perform the Services and deliver the related Documents (if any) according to the following schedule: Services identified in Section 1 will be accomplished
no later than May 27, 2004. In return for the performence of the foregOing obligations, OWner shall pay to Engineer the amount of $ 5,810.00, payable according to the following terms:
Payments will be made based upon the provisions of the original contract, with a corresponding increase in the total contract amount. 05/24104 SA No.1 39959 -Fuel Truck Delivery Route

Except to the extent modified herein, all terms and conditions of the Agreement shall continue in full force and effect. HNTB Corporation (Engineer) Signature: 􀀭􀀻􀀮􀁾􀁾􀁾􀁾􀁾􀁾􀀽􀀻􀁴􀂭
Name: Benjamin J. Title: Vice President Date: ____ 05124104 39959 • Supplemental No. 1.doo 
-FAX The HNTB Companies Transmittal 'To: Mr. Jim Pierce nare; 6/17/2004 Town ofAddison Fax No.: (972) 450-2837 Total Pages: 6 (Including this cover) Phone No.: ('112) 450-2879 l'rom:
Jercy Holder Phone No.: (972) 661-S626 IZI Action Plejlse notify sender at (972) 661-5626lfpagea ate missing or if there i!l 􀁾􀁮􀁹􀀠tllIIlsmission difficulcy. Message Jim, As a foUow
up to my e-mill about the Fuel Trude Road p.ojecr, here iOIl copy 01 the otlginal contract and the supplemental agreement. Thanks, Jeny 5910 We.1t Plano Parkwuy, Suite 200 ' Pimo, Texas
75093 Voice (972) 661-5626 ' Fax (972) 661-5614 􀀢􀁾􀀹􀁓􀁾􀀹􀀹􀀲􀁬􀀶􀀠SINH 
AGREEMENT FOR PROFESSIONAL SERVICES THIS AGREEMENT Is entered into Ilatween the Town or Addison (Owner) and HNTB Corporation (HNTB). based upon Owner's intention to prepare a sel of
drawin9S and details wilh respect to Pavement Repairs for the Fuel TrUCk Roadway at the Addison Airport (the Project) and Owner's requirement for certain professional engineering services
In connection with the Project (the Services) which HNTB is preparE>(! to provide. 1. HNTB shall provide the Services described in Attachment A. 'Scope at Services". 2. Owner shall pay
􀁾􀁉􀁎􀁔􀁓􀀠the lump sum amount of $4,793 in accordance wUh Attachment B. "Compensation". 3. The same degree of care, skill, and diligence shall be exercised in the performance of the
Services as is ordinarily possessed and exercised by 9 member of the same profl!JSslon, currenHy practlcing. under similar circumstances. No other warranty, express or Implied, Is Included
in this Agreement or in any drawing, j;pecification, raport, opinIon, or other instrument ofservice, in any form or media, produced in connection with the Services. 4. HNTB shalf not
be liable 10 Owner for any consequential damages resulting in any way from the performance of the Services. To the fullest extent permitted by law, HNTS's liability under this Agreement
shall not exceed HNTS's total compensation actually received under this Agreement. 5. HNTB and Owner waive all rights against each other for damages covered by property insurance during
and after the completion of the Services. 6. Not withStanding anything to the contrary in any Attachments hereto, HNTB has no responsibility (or the failure of any consuKanl, contractor,
subcontraclor. vendor, or other Project partiCipant, not under contract to HNTB, to fulfill contractual respOnsibilities 10 Owner or 10 comply with federal, slale, or locellaws, regulations,
and codes. 7. HNTB does not guarantee that proposals, bids, or actual Projecl costs will not vary from HNT6's cost estimates or that actual schedules will nol vary from HNTB's projected
schedules. 8. This Agreement may be terminated upon writlen notice at Owner's convenience or by either party in the avent of substanlial failure by the other party to perform in accordance
with the terms of this Agreement. HNT6 shall terminate performance of Services on a schedule acceptable to Owner, and Owner shall pay HNTB for all ServlCI!JS performed and reasonable
termination expenses, Paragraphs 4 and 5 shall survive any termination or completion of this Agreement. 9. All documents prepared by HN"fB pursuant to this Agreement are instrumenls
of service in rl!JSpeGt to the ProJect. Any use except for the specific purpose intended by this Agreement will be at the user's sole risk and without liability or legal exposure to
HNTS. HNTS shall retain its ownership in its data bases, computar software, and other proprietary property. Intellectual property developed, utilized, or modified In the performance
of the Servlcas shall remain the property of HNTB. 10. In the event the Owner requests HNTB to execute any certificates Of other documents, the proposed language of such certificates
or documents shall be submitted to HNTB for revIew at le95115 days prior to the requested date of execution. HNTB shall not be required to execute any certificates or dOClJments that
in any way WOUld, in HNTB's sole judgment, (a) Increase HNTS's legal or contractual obligations or risks; (b) require knowledge, services or responslbililles beyond the scope of this
Agreement; or (e) result In HNT6 having to cel'lify, guarantee or warrant the axistance of conditions whose existence HNTS cannot ascertain, 11. The Services provided for in !his Agreement
are for the sole use and benefit of Owner and HNTB. Nothing in this Agreement shall be conslnued to give any rights or benefits to anyone olher than Owner and HNTS, IN WITNESS WHEREOF,
OWner and HNTB have executed this 􀁁􀁧􀁲􀁥􀁥􀁭􀁥􀁮􀁾􀀠erfeCllve as of February 10,2004. Town of Addison HN"iS Corporation (Owner) (HN"iS) Signature Signature Name Name Title Title Dale
Dale 90/20 􀀹􀁾􀀲􀀧􀀧􀁏􀁎􀀠􀀶􀁹􀀺􀁾􀁾􀀠yO, 􀁌􀁾􀀯􀀹􀀰􀀠􀁙􀁌􀀹􀁾􀁾􀀹􀀹􀀲􀁌􀀶􀀠SINH 
Attachment "An Scope ofService Develop detailed engineering dr'dWingS the Addison Airport can use to repair pavement distresses on the Fuel Truck Roadway that runs parnllel to taxiway
"A", These details shall include !he following: • Plan view drawings will indicate general dimensions and locations ofsaw cuts, pavem41lnt f41llll0Val, and drainage. Pwper radii will
also be shown to prevent fuel trucks from running their rear wheels offthe pavement, Drawings that will be delivored will be plan views ofthe following distress conditions: I -Distressed
area adjaeent to grate inlets located in the full truck roadway, 2 -Distressed areas located at comers ofslabs. 3 -Distressed areas where concrete fuel truck roadway intersects asphalt
taxiways. • Section view dr'..wings ofthe following repair conditions: 1-Typical Section ofnew pavement area s!lowingthickness ofnew slab. reinforcing steel size and locations,tie-in
to existing slab, type ofjoints, and joint seal malerial. 2 -Section ofnew pavement with existing NIH located in pavement. These details are intended to be a guide for a contractor to
use for repaj{$ in the field. 90/£0 􀀹􀁾􀁣􀀧􀁏􀁎􀀠􀀶􀁙􀀺􀁌􀁾􀀠yo. lL/90 􀁙􀁾􀀹􀁓􀁾􀀹􀀹􀁃􀁬􀀶􀀠 SINH 
Attachment "8" Compensation Airport: Project Manager: Consultant: 􀁈􀁏􀁕􀁒􀁾􀁙􀀠RATES 􀁾􀁁􀁂􀁏􀁒HOURS BY PHASE Site Vlsi! and Documentation Details and Section Sketches Drafting and
Lllyoul OA/OC and Product Delivery Total Hours TOTAl-PAYROLL COSTS 􀀧􀁲􀁏􀁔􀁁􀁾􀀠MISC. EXPENSES TOTAL ENGINEERING COST • Addison : JelN Holder I HNTB 􀁰􀁲􀁩􀁮􀁣􀁩􀁰􀁾􀀱􀀠0 0 0 0 0 SO
$4,748 $45 $4,793 Project Manager :2 2 0 2 EO $900 Design Engineer 2 8 0 4 14 51,555 Technical Draflin $32.00 • $28.00 Clerical 517.00 Technical Crafting Clerical 0 0 4 2 0 0 16 2 2
0 2 6 18 4 $576 $1.513 $204 90fvO 9LZ'ON 6v:LL vO, lL/90 vL9SL99Zl6 SlNH 
SUPPLEMENTAL AGREEMENT This Supplemental Agreement, Number 1, to the AGREEMENT FOR ENGINEERING SERVICES, dated February 10. 2004 (the Agreement), between Town of Addison (Owner) and
HNTB Corporation (Engineer) is made effective as of the 17th day of May, 2004. 1. Engineer shall perform the following Services: • Plan Production/Design o Initial site visit o Graphics
for Initial Site visit o Produce plan shests o Quantity sheet o Modify detail sheets o Site visit to verify plans o Address City comments (1 review submittal only) o Printing • SpeCifications
• Estimates • Bidding/Construction Phase o Advertise o AddendumJRFI o Pre-bid meeting o Bid-opening o Construction phase 2, In conjunction with the performance of the foregoing Services.
Engineer shall provide the following submittals/delivsrables (Documents) to Owner: Changes to be incorporated into the plan produc:tioi'lldesign documents and will be reflected in the
interim review submittals. 3. Engineer shall perform the Services and deliver the related Documents (if any) according to the following schedule: Services identified In Section 1 will
be accomplished no later than May 27. 2004. In return for the perlonmance of the foregoing obligations, Owner shall pay to Engineer the amount of $ 5.810.00, payable according to the
following lenms: Payments will be made based upon the provisions of the original contract, with a corresponding inorease in the total contract amount. 06fl6JlJ4 SA No. 1 39959 -FuOI
T/uok OOllv./y Roule 􀀹􀀰􀀯􀁾􀁏􀀠9LZ'ON 6?:LL ?O. LL/90 􀀿􀁌􀀹􀁾􀁌􀀹􀀹􀀲􀁌􀀶􀀠 SINH 
Except to the extent modified herein, all terms and conditions of the Agreement shall continue in full force and effect. Town of Addison (Owner) Signature: _____________ Name: ________________
Title: ______________ Date: _____ HNTB Corporation (Engineer) Signature: ______________ Name: Benjamin J. Biller Title: Vice President Oate: _____ 06116104 39959 -Supplemen,al No.1 90/90
􀀹􀁾􀀲􀀭􀀰􀁎􀀠􀀶􀁶􀀺􀁾􀁾􀀠VO, 􀁬􀁾􀀯􀀹􀀰􀀠SINH 
) 􀀮􀁾􀀠SECTIONPF PROPOSAL FORM TO: The Honorable Mayor and Town Council Town of Addison, Texas Gentlemen: The undersigned bidder, having examined the plans, specifications and contract
documents, and the location of the proposed work, and being fully advised as to the extent and character of the work, proposes to furnish all equipment and to perform labor and work
necessary for completion of the work described by and in accordance with the Plans, Specifications and Contract for the following prices, to wit: Signed By: 􀀷􀁾􀀽􀀽􀀠ACKNOWLEDGEMENT
OF ADDENDA: The Bidder acknowledges receipt ofthe following addenda: Addendum No.1 Dated: J........" '1 z .. c+ Addendum No.2 Dated: Addendum No.3 Dated: _____􀁾􀁟􀁾􀀮􀀠Addendum No.
4 Dated: _____.-'-___ Addendum No.5 Dated: _______.___ Addendum No.6 Dated: PF-2oflO 
---PROPOSAL FORM Place __________ Date ... J" ., 14, Zpb4: a Corporation organized and existing under the laws of the State of 􀁾􀁕􀁤􀀢􀀬􀀬􀀬􀀬􀀭􀀭______ OR Proposwof ________________________________
____________ a partnership consisting of_________________________ and ___________________________________ OR Proposwof _____________________________________________" 􀁡􀁮􀁩􀁮􀁷􀁾􀁤􀁵􀁷􀁴􀁲􀁡􀁤􀁩􀁮􀁧�
�_______________________________-, OR Proposwof ________________________________________________ a Joint Venture consisting of____________________________ and ________________________________________
_____, TO: Town of AdWson, TexM Sewed bids addressed to the Town of AdWson, Texas, for the Construction of 􀁐􀁡􀁾􀁮􀁧􀀠Improvements for the PAVING REPAIR AND STORM SEWER MODIFICATION
FOR THE FUEL TRUCK ROADWAY project for 'the Town of AdWson, TexM, hereinafter called "Town", in accordance with the plans, specifications and contract documents prepared by HNTB Corporation,
will be received at the office of Ms. Minok.sub, PurchMing Coorilinator, Finance Building, 5350 Belt Line Road, Addison, TexM until 9:00 a.m. on the 1411i day of June, 2004. Bids received
by the appointed time Will be opened and read woud. Any bids received aftec stated time will be returned unopened. The undersigned Bidder, having visited the site of the work, having
examined the Plans, Specifications, and other Contract Documents, incluwng all Addenda, and being familiar with all of the conwtions relating to the proposed project, hereby proposes
to furnish all materiw, supplies, equipment, and appliances specified for the project and to furnish all labor, tools, equipment and incidentals to complete.the. workinaccordance"witllthe
Specifications, and other Contract Documents at and for the unit prices proposed herein: ,...-.--.. --.... -.. ,-.. . --. PF-30flO 
BASE BID PAVING REPAIR AND STORM SEWER MODIFICATION FOR THE FUEL TRUCK ROADWAY 􀁩􀀭􀀭􀀭􀀮􀁾􀀭􀀭􀀮􀀡􀀢􀀢􀁾􀀭􀀭􀀭􀁾􀀢􀁾per un[ TOTAL AMOUNT BID FOR MATERIALS AND SERVlCES, BASE BID, ITEMS
1 nmoUGH 2, INCLUSIVE: $ r:7 '£.,.Gv,pD WRm'EN IN WORDS: NOTE: FIlL OUT NEXT SHEET ... PF· 40110 
ADDITIVE ALTERNATE 1 PAVING REPAlR.AND STORM SEWER MODIFICATION FOR THE FUEL TRUCK ROADWAY :____'-""-______C.nts per unIt TOTAL AMOllNT BID FOR MATERIALS AND SERVlCES,ADDITIVE ALTERNATE
1, ITEM1: NOTE: FILL OUT NEXT SHEET PF -5 of 10 
ADDITIVE AlTERNATE 2 PAVING REPAIR AND STORM SewER MODIFICATION FOR THE FUEL TRUCK ROADWAY 􀁟􀁾􀁾􀁟􀀭􀀻􀁣􀁟􀁾____,,,,,,,,,.and __􀁾___􀀬􀀭􀀭􀁾____ C.nts per untt TOTAL AMOUNT BID FOR
MATEIUALS AND SERVICES, ADDITIVE ALTERNATE 2, JTEMl: WlUTfEN 1N WORDS, NOTE: FIIL OUT NFXr SHEEr .. PF-60110 
ADDITIVE ALTERNATE 3 PAVING REPAIR AND STORM SEWER MODIFICAnON FOR THE FUEL TRUCK ROADWAY k, 7&/)/r, 7UtJ􀁉􀀭􀀭􀀭􀀭􀀭􀀭􀀧􀀭􀀧􀀮􀁋􀀭􀀭􀀭􀀭􀁾Cents per unk ) I_________,________􀂷􀂷􀁾􀁶􀁵􀀢􀀮􀀬􀀬􀁾􀁤􀀠1
__..􀁾􀀮_____.......___Can1S per unH TOTALAMOUNT BID FORMATElUALS AND SERVlCllS. ADDITIVE ALTERNATE 3 ITEMS 1 TlIll.OUGII 6. JNCLUSlVE: WRITl'EN IN WORDS: NOTE: FllLOUTNEXTSHEET PF-7of10
.. 
ADDITIVE ALTERNATE 4 PAVING REPAIR AND STORM SEWER MODIFICATION FOR THE FUEL TRUCK ROADWAY TOTALAMOUNTBIDFORMATERIALSANDSERVlCES,ADDlTIVEALTERNATE4, ITEM!: WRITl'EN IN WORDS: ffP4, f2'»l
tk, ,,'GI.. d th..-# 􀁌􀁣􀁫􀁾􀁪􀀠rlRIL: J Nfl Cew b NOTE: FILL OUT NEXI' SHEET .. PF· 80110 
BID SCHEDULE SUMMARY PAVING REPAIR AND STORM SEWER MODIFICATION FOR THE FUEL TRUCK ROADWAY TOTAL OF BASE BID: $ __...s"...􀀷􀀺􀀮􀀮􀀮􀀬􀀬􀀭􀀧􀀭􀀼􀀿􀀽􀀮􀀺􀁯􀀺􀀺􀀻􀀮􀀻􀀮􀁾􀁴􀁐􀀺􀀮􀀡􀁬􀁩􀀩􀀺􀀮􀀮􀀮􀀭􀀮___
____ 􀁔􀁏􀁔􀁁􀁌􀁏􀁆􀁁􀁄􀁄􀁦􀁬􀁉􀁔􀁖􀁅􀁁􀁌􀁔􀁅􀁒􀁎􀁁􀁔􀁅􀁬􀀺􀀤􀁟􀁾􀁾􀁾􀁾􀁾􀁾􀀬􀁾􀁫􀁾􀀹􀁐􀁾􀁾􀀧􀁜􀁾􀀧􀀲􀁾􀁑􀁾______ _ WRITTEN IN WORDS: ["......., J." G." rL.o! III . d ctqh f i.",,,,,
dd fZa /4. f= Nil (1M. b TOTALOFADDflITVEALTERNATE2:$ __􀁾􀀯􀁾􀁲􀀬􀁾􀀦􀁾􀀨􀀲􀁾􀀡􀀲􀁾􀁥􀁉􀁾􀀹􀁕􀁾____________ TOTALOFADDflITVEALTERNATE3:$ __􀁾􀁾􀁾􀁾􀁾􀀮􀁾􀁾􀁾􀁏􀁾􀀮􀁾􀁑􀁾􀁄􀀬􀀭________
TOTALOFADDflITVEALTERNATE4:$ ___􀁓􀀻􀁾􀁾􀁾􀀬􀁟􀀿􀁾􀀨􀁾􀁮􀀲􀁾􀀧􀁾􀁾􀁾􀁕􀁾__________ NOTFS: 1. All items, labor, materials, equipment, facilities. incidentals. and work required for construction
of the project are to be provided and installed by the Contractor as part ofthe project and payment for the cost of sncb shall be included in the price bid for the construction ofthe
project. 2. Prices must be shown in words and figures for each item listed in this proposaL In the event ofdiscrepancy. the words sball control. 3. It is understood that the Bid Security
sball be collected and retained by the Owner' as liquidated damages in the event a contract is made by the Owner based on this proposal within ninety (90) calendar days after receiving
bids and the undersigned fails to execute the contract and required bonds within ten (10) days from the date the Contractor is notified and has received the conformed documents. After
this period, if the contract has beeo executed and the required bonds have been submitted, the said Bid Security shall be retorned to the tmdersigned upon damand. 􀀭􀀢􀀭􀁾􀁾􀀭􀀭􀀭􀁾􀀭􀀭..,-􀀭􀀮􀁾􀀠,-
"----􀀧􀀭􀁾􀀭􀀭􀀧􀀭􀀧􀀭􀀢􀀠􀁾􀁾􀀮􀀠-_. 􀁾􀀮􀀭-4. One contract will be awarded based on the total valne of the base bid plus any combination of additive alternates as detennined by the
Owner after the bid opening . . Bidder's Tax I.D. No. or Employer No. PF-90fl0 
The undersigned Bidder agrees that this bid may not be withdrawn for a period of sixty (60) days after the opening of the bids. In submitting this bid, it is understood by the undersigned
Bidder that the right is reserved by the Town of Addison to reject any and all bids. Name ofBidder By: 􀁾􀁌􀁌(Signature{ (Print Name and Title) Witness: 􀀭􀀺􀀭􀀭􀀧􀁕􀀢􀀴􀁯􀁗􀀭􀀱􀁊􀀢􀀧􀀱􀀴􀁟􀁍􀁦􀁾􀀡􀁬
􀀺􀁬􀀧􀁟􀀢􀁤􀁩􀁾􀁾􀁾􀀢􀀢􀀢􀀬􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀁾􀀭(Signature) "1 -IE.•0 lZ􀁾1;" e .,..., t (Office Addre s ofBldder) Bidder's Tax I.D. No. or Employer No. SEAL (IfBidder is a Corporation)
NOTES: Sign in ink. Do not detach. ,,, /' .. , '. r·· J PF,lO of 10 
CHUBB GROUP OF INSURANCE COMPANIES Surety Department, 15 Mountain View Road. P.O. Box 1615, Warren, NJ 07061·1615 CHUBa Phone: (908) 903-3485 -Facsimile: (908) 903-3656 FEDERAL INSURANCE
COMPANY BID BOND Bond No. Amount $ Know All Men By These Presents, That we, Gibson & Associates. Inc. 11210 Ryliecrest. Balch Springs, TX 75180 (hereinafter called the Principal). as
Principal, and the FEDERAL INSURANCE COMPANY, Warren, New Jersey, a corporation duly organized under the laws of the State of Indiana. (hereinafter called the Surety) as Surety. are
held and firmly bound unto Town of Addison (hereinafter called the Obligee), In the sum of Five Percent of the Greatest Amount Bid-Dollars ($ 5% GAB ), for the payment of which we. the
said Principal and the said Surety, bind ourselves, our heirs, executors, administrators, successors and assigns, jolnlly and severally, firmly by these presents. Sealed with our seals
and dated this 14'" Day of June, 2004 WHEREAS the Principal has submitted a bid dated June 14, 2004 For Addison Airport Pavement Repairs NOW, THEREFORE, THE CONDITION OF THIS OBLIGATION
IS SUCH, that If the Obligee shall accept the bid of the Principal and the Principal shall enter into a contract with the Obligee In accordance with such bid and give bond with good
and sufficient surety for the faithful perfonmance of such contract, or in the event of the failure of the Principal to enter into such contract and give such bond. if the Principal
shall pay to the Obligee the difference, not to exceed the penalty hereof. between the amount specified in said bid and the amount for which the Obligee may legally contract with another
party to perfonm the work covered by said bid. If the latter amount be in excess of the fonmer, then this obligation shall be null and void, otherwise to remain in full force and effect.
Gibson & Associates,",,-Ioc=-.______ 􀀮􀁾___ Principal By: d7'l';[ k􀀷􀁾􀁊􀁊􀀠FEDERAL INSURANCE COMPANY By: 􀁑􀁾􀀺􀀺􀀼.'7J/1t9-uz,L"d Robbi Morales, Attorney-In-fact 
POWER Federal 􀁾􀁃􀁯􀁭􀁰􀁡􀁮􀁹􀀠Attn: Surety Deparlnl80tt Chubb .OF VIgilant Inaw'ance Company 15 Mountain VIew Road Surety ATIORNEY Pacific indemnity Company Warren, NJ 0705t ClR.Know
All by ThM Pteaenlll, That FEDERAL INSURANCE COMPANY, an Indiana corpora1Ion, VIGILANT INSURANCE COMPANY, a New YClIk corporation, and PACIFIC INDEllNIlYCOMPANY, a WIaconeIncorporatlon,
do each he,eby CC>IlSIIbJta and appoint Lisa M. BonDot, Don E. Cornell, Anuj Jain, Chris J. Kutter, Robbi Morales, Luke J. Nolan, Jr., J.erry P. Rose and Sheila M. Young of Dallas, Texas-------------
----------------------each as their IrUG and lawful AItIlmay·ln-Facl 10 _ undllt aucII designation In II10Ir """"" and 10 afftx II10Ir corporaIB _ 10 and daDver for and on II10Ir behalf
as BIlr8\y Iher8«I or 01hanI0iaa, banda and undartalcinga and other wrII!ngs obRgalllly In the _ thereof (other lIIan ball Ilonda) given or eXllCUllld In the __ 01 buelnesa, and any
InslrulllllnlB amending or aIIIIIIng the aame, and consents 10 the modlllcatlon or altaratlon of any InsIrument refllnad 10 In aaId banda or obIIgatIona. In WlIn... WIunoI, aaId FEDERAL
INSURANCE COMPANY, VIGILANT INSURANCE COMPANY, and PACIFIC INDEMNITY COMPANY have each eXllCUllld and allutlld lheea preaenIB and aftlXlld their corpora"'_ on IhIs 13th dayol August,
2003 Kennell> C. 􀁗􀁥􀁮􀁤􀁬􀁬􀁾􀀠AaeIsIBnt Seen! . . STATE OF NEW JERSEY sa. CounIy of Someraet On this 13th dayol August, 2003 ,before 1liii, a Nolary Public of New Jeraey, fI'IIlIOOIIllV
came kenneth C. Wandel, 10 II1II known 10 be AosIsfsnt _1aIy 01 FEDERAl. INSURANCE COMPANY, VIGILANT INSURANCE COMPANY, and PACIFIC INDEMNITY COMPANY, the companies whlcl1 execul!od
the foregoing Powr of AItIlrneV, and the aaId Kennell> C. WencIoII, being by II1II duly _,cQd dapoaa and aay thet he Is _tSact&1aIy of FEDERAl. INSURANCE COMPANY, VIGILANT INSURANCE
COMPANY, and PACIFIC INDEMNITY COMPANY and kncw& the corporaIB _IhenooI, thet the _ aftlXlld 10 the foregoing Powr of AItIlmay 11/8 aucII corporaIa _ and were the""" aftIXIId by auIIlorIIy
of the By-I.aWB· 01 aaId Companilll; and fhal he signed aaId POwer of AItIlmay as AaeIsIBnt _1aIy of aaId Compenlola by IIkrt auIIlorIIy; and thai he Is aoqualnilld wIIb Frank E. 􀁾􀀬and
knoWII him 10 be VIce Pr8aIdent of aaId CornpaniIII; and fhat the eigNIIuRI of Frank E. RobortBan, aubscrIbod 10 aaId Power 01 AtIomay Is In the genuine handWrIting 01 Frank E. RobortBan,
and WBa the""" sobocribod by auIIlorIIy 01 aaId ay.Laws and In ckIponenI'a preeence. JANA KRUMPFER Nolary Public, Shml of New Jtorsey No. 2297116 Commission &pi,... Iiobruary 25, 2008
"All paWllre 01 auamey for and on behalf 01 the Company may and 8haII be IIXIICU18d In the name and on behalf of the Company, IIiIhor by the Chelrman or the 􀁾or a VIce Pr_or an AaeIsIBnt
VIce PreoIdant, jointly wIIb the Sact&!aIy or an AaeIsIBnt _IaIy, _their reepII(l1IVG desIgnatIono. The eigNIIuRI 01 aucII of!Icere may be engraved, pr!n/8d or IIIhcgraphed. The elgnawre
of each 01 the fcIIowIng of!Icere: ClIaInnan, PreoIdant, any VIce Pr-nt, any AaeIsIBnt VIce 􀁐􀁲􀁟􀁾any Sact&IaIy, any AaeIsIBnt Secre!aly and the HIlI of the Company may be aftIXIId
by facsimile 10 any pawsr 01 atlam8y or 10 any 00_ reiaUllg fhereIo al'Poln"n9 AaeIsIBnt Sact&Iat1ea or AIIorrIeyIHn-Fact for ptJfpOS8II only of 8XIICIIIIng and allsating banda and undoI!aIdnge
and other wrII!ngs obIIgafory In the _thereof, and any aucII pawsr 01 atIam8y or 􀁾belIrIng aucII faI:sImUe elgnawre or faI:sImUe HIlI 8haII be valid and binding upon the Company and
any aucII pawsr GO eXllCUllld and 00_ by aucIIlacaIrnIo eigNIIuRI and faI:sImUe HIlI ahaII be valid and binding upon the Company wIIb reepact 10 any bond or UI'IdaItaldng 10 whIcI1 KIs
aIIaI:had." I, KImnoth C. Wendaf, AaeIsIBnt Sact&!aIy of FEDERAl. INSURANCE COMPANY, VIGILANT INSURANCE COMPANY, and PACIFIC INDEMNIlY COMPANY (the "CompanIoa") do heraby COI1ify thai
(II the foregoing extnu:toithe ay.:Laws 01 the CornpenIoIa Is IrUG and CCfI8CI. (I) the CornpanIaa 11/8 duly llcenead and aufhorIzad 10 transact BIlr8\y _ In all 60 01 the UnlIIId UnlIIId
SIa1IIe of Arnorfca and the DIsIrIct of Columbia and 11/8 aufhorIzad by the U.s. Tr8IIIIUIY IleparImGnl; furIhar, Foderal and Vlglfsnt 11/8 llcenead In Puerto RIco and the U.S. VIIgIn
Islands. and _rallsllcenead In AmoI1can Samoa. Guam, and each of the PraYlncG8 01 C&nada excopt PrInce Edward Island; and (Ii) the foregoing Po_ of AItIlmay Is IrUG, _ and In full forCO
and eItact. ' elvenundermyhandand_oIaaldCornpenlolaatWBmln,NJIhIs 14th dayol June, 2004 , IiiInneth C. WGndIIl AsoIafsnt Sact&1aIy IN THE EVENT YOU WISH TO NOTIFY US OF A ClAIM, VERIFY
THE AUTHENTICITY OF THIS BONO OR NOTIFY US OF ANY OTHER MAnER, PLEASE CONTACT US AT ADDRESS LISTED ABOVE, OR BY Telephone (908) 903-3497 Fax (908) 903-3656 e-mail: suretyOchubb.com Form
15-1().(1225A (Cd. 10-02) CONSENT 
HNTB 9726615614 06/14 '0408:11 NO.149 01/04 I:I􀁾i i -1 FaxThf HNrlJ Ct;tttp,.,IIt1 Transmittal To S i Yl'\ 􀁻􀀩􀁜􀁾􀁉􀀢􀁣􀀮􀁾􀀠Dote 6, (It;j 04 Firm TO'v\J'(\ Totol Pages Oncudlng this
cove"􀁣􀁾􀁁􀁊􀁾􀁨􀀱􀀾􀁨􀀠Lf Fox # Job Number 􀁾􀀢􀀧􀁜􀁓􀀢􀀱q -n..-'1$""0-d...«l:>l o High Resolution From 􀁙􀁙􀁜􀀧􀁤􀁾􀀮􀁾􀀠􀀱􀀱􀁶􀁾􀁏􀁨􀀠o Urgent Please notifY sender at 972·661·5626
ifpages are missing orifthere is any i:rnnsmission difficulty, Messoge 3"\hj', A-r\.a-.JtJ • 􀁾􀀬I!:. 􀀫􀁾􀀠􀁾􀁜􀁾􀀺􀀮􀁳􀀠􀁾􀁾􀁖􀁖􀁬􀁾􀁫􀀠 􀀭􀁜􀀭􀁾􀁾􀀠􀀮􀀨􀀺􀀮􀁵􀁾\ +ruck 􀁙􀀢􀁯􀁾, 􀁐􀀢􀁑􀁜􀁾􀁴.
􀁐􀀨􀁾􀁾􀀭􀀼􀀠LUI 1 \ w l-\-"" 􀁩􀀧􀁉􀁉􀁾􀀠"\\lftS􀁾"'-..s , 5910 rYes/Plallo Parkway, Suite 200' Plano. Texas 75093 Voice (972) 661-5626 •FaY. (972) 661·5614 
HNTB 9726615614 06/14 '04 08:11 NO.149 02/04 ENGINeER'S OPINION OF PROBABLE COST PAVING REPAIR AND STORM SEWER MODIFICATION FOR THe FUEL TRUCK ROADWAY PREPARED BY: MlchsGI A. HUlchisonl'1lft*
I Lr\ CHECKED BY: Galle Favre S l"":i!Al DATE: 05127/04 DESCRIPTIQN QTY UNIT UNIT PRICE AMOUNT REMoVE EXIST PAVEMENT UNCL. EXCAVATION CAP r:XIST. JUNCTION BOX 16' RCP, C76, CLASS III,
INCl EMBEDMENT GRATE INLET REPAIR AREA B1 10' THIOK 5000 PSI REINF. CONe. PVMT. 27 SY $ 65.00 S i.485 REMOVE EXIST PAVEMENT 27 SY S 12.00 $ 1324 UNCl. EXCAVATION 16 CY $ 6.00 $ 108 CAP
EXIST. JUNCTION BOX 0 EA $ 500.00 $ 18' RCP, C76, CLASS III, INCL EMBEDMENT 0 LF $ 30.00 II GRATE INLET 0 EA $ 2,000.00 $ 13LOCKSoD 400 SF $ 0.65 $ 260 SUBTOTAL $ 2,177 REPAIR AREA B2
10' THICK 8000 PSI AEINF. CONC. PVMf. 46 SY $ 55.00 $ 2.530 REMOVE EXIST PAveMENT 46 SY $ 12.00 $ 552 UNCL. EXOAVATION 31 CY $ S.OO $ 166 CAP EXIST. JUNCTION BOX 0 EA $ 500.00 $ 18'
RCP, 076. CI.ASS JII,INCL EMBEDMENT 0 LF $ 30.00 $ GRATE; INLET 0 EA ,$ 2,000.00 S BLOCK SOD 6BO SF $ 0.65 $ 442 SUBTOTAL REPAIR AREA 83 $ 3,710 10' THICK 5000 PSI REINF. CONC. PVMT.
􀁾􀀴􀀠SY $ 55.00 $ 1,870 REMOVe EXIST PAVEMENT 34 BY $ 12.00 $ 406 UNCl. EXCAVATION 23 CY S 6.00 $ 136 CAP EXIST. JUNCTION BOX 0 EA $ 500.00 $ 18' RCP, 076, CLASS III.INCL EMBEDMENT
0 LF $ 30.00 $ GRATE INLET 0 lEA $ 2,000.00 $ BLOCK SOD 500 SF $ 0.85 $ 326 SUBTOTAL $ 2,741 REPAIR AREA 01 :p" elf.· 􀀩􀁣􀁬􀀺􀀢􀁾􀀠 12' THICK 5000 PSI R/EINF. CONC. PVMT. AREA A 125
$Y $ 60.00 S 10" THICK 5000 I'SI ReINF. CONC. PVMT. AREA B 36 SY $ 55.00 $ REMOVE EXIST PAVEMENT 163 SY $ 12.00 $ UNCL. EXCAVATION 83 CY $ 5.00 $ CAP eXIST. JUNCTION BOX 0 EA $ 500.00
$ 18" RCP, C76. CLASS III, INCL EMBEDMENT 0 LF $ 30.00 S GRATE INLET 0 EA $ 2,000.00 $ BLOCK SOD 1200 SF $ 0.65 $ SUBTOTAL S PAGE 1 OF 3 PRINT DATE, 512812004 
HNTB 9726615614 06/14 '0408:11 NO.149 03/04 ENGINEER'S OPINION OF PROBABLE COST PAVING REPAIR AND STORM SEWER MODIFICATION FOR THE FUEL TRUCK ROADWAY DESCRIPTIONQTY UNIT UNIT PRIce AMOUNT REPAIR AREA C2 12' THICK 6000 PSI AEINF. CONC. PVMT. AREA A 221 SY $ 60.00 $ 13,260 10" THICK 6000 PSI REINF. CONC. PVMT, AREA B 96 BY $ SS.OO $ 5,280 REMOVE
EXIST PAVEMENT 317 SY $ 12.00 $ 3,804 UNCL. EXCAVATION 106 CY $ 6.00 $ 638 CAP EXIST. JUNCTION 60X 0 EA $ 500.00 $ 18" RGP, C76, CLASS III, INcL EMBEDMENT 0 I.F $ 30.00 $ GRATEINLI;T
0 EA $ 2,000.00 $ BLOCK SOD 1200 SF $ 0.65 $ 780 SlIBTOTAL S 23,760 RJ;;PAlR AREA D1 10' THICK 5000 PSI AEINF. CONC, PVMT. 8a SY $ 5S.00 $ 4.840 REMOVE EXIST PAVEMENT aa SY $ 12,00 $
1,056 UNCL. eXCAVATION 59 CY $ 6,00 $ 354 CAP EXIST. JUNCTION BOX 1 EA $ 600.00 $ 500 lS' ReP, C16, CLASS III, INCL EMBEDMENT 28 I.F $ 30,00 $ 840 GRATE INLE;T 2 EA $ 2,000.00 $ 4,000
BLOGKSOD 1320 SF $ 0,65 S sss SUBTOTAL S '12,448 RE;Move EXIST PAVEMENT UNCI., EXCAVATION CAP EXIST, JUNCTION BOX 10" RCP, C16, CLASS III, INCL EMBEDMENT GRATE INLET RI!PAIR AREA D3
10" THICK 5000 PSI ReINF. CONC. P¥Mr, 64 SY $ 55.00 $ 2,970 FleMOVE EXIST PAVEMENT 54 lilY $ 12.00 S 646 UNCL EXCAVATION 36 CY $ 6.00 $ 216 CAP EXIST, JUNCTION SOX 1 SA $ 500.00 IS 500
IS' FlCP, C76, CLASS III, INCL eMBeDMENT 28 I.F $ 30,00 $ 840 GRATeINI.ET 2 EA $ 2,000,00 $ 4,000 F.lLOcKSOD 600 SF $ 0,6G $ 620 SUBTOTAL $ 9,694 REMOVE EXIST PAVEMENT UNCL. EXCAVATION
cAP eXIST, JUNCTION BOX 16" RCP, C76, CLASS III,INGLEMBEDMENT 􀁇􀁉􀁁􀁾􀁁􀁾􀁔􀁅􀁾􀁉􀁎􀁾􀁌􀁾􀁅􀁔􀁾__________􀁬􀁬􀁩􀁌􀂧􀁅􀀮􀁬􀁾􀁾􀀺􀁦􀁟􀁾􀁾􀁾􀁻􀁾􀁦􀀮􀀡􀁛􀀻􀁾􀀺􀁾􀁾􀀮􀁛􀀮􀁾i REPAIR AR5A
05 10' THICK 5000 PSI REINF. CONC. PVMT. 36 SY $ 5G.OO $ 2,090 REMove EXIST PAVEMENT 38 SY $ 12.00 $ 456 UNCI.-EXCAVATiON 25 CY $ 6,00 $ 150 GAP EXIST, JUNCTION BOX 1 EA $ 600.00 1\
600 18" RCP, C76, CLASS III,INCL EMBEDMeNT 14 LF $ 30.00 $ 420 GRATE INLET I fA $ 2,000.00 $ 2,000 BLOCK SOD 560 SF $ 0,55 $ 364 SUBTOTAL 5,980 PAINT DATE: 512612004 
HNTB 9726615614 06/14 '04 08:11 NO.149 04/04 ENGINEER'S OPINION OF PROBABL.E COST PAVING REPAIR AND STORM SEWER MOPIFICATION FOR THE FUEL TRUCK ROADWAY DESCRIPTION MOSiI.IZATION (10%)
SIGNS, BARRICADES, TRAFFIC CONTROL TOTAL BASE BID (el, 04): ADOITIVEALTERNATE 1 (A1): ADDITIVE ALTERNATE 2 (02): ADOITIVE ALTERNATE 3 (B1, B2, B3, [)1, 03, 05): DTY UNIT UNIT PRICE 1
LS $ 11,079 1 LS $ 2,000 Say; AMOUNT 11,100.00 2,000.00 SI23,894.00 $124,000.00 35,000.00 16,000.00 10,000.00 39,000.00 PAGE 3 OF 3 PRINT DATE: 512812004 
ADDISON AIRPORT PAVING REP AIR AND STORM SEWER MODIFICATION TO THE FUEL TRUCK ROADWAY ADDENDUM NO.1 June 9, 2004 To: All Bidders This addendum becomes a part of the "PAVlNG REPAIR AND
STORM SEWER MODIFICATION TO THE FUEL TRUCK ROADWAY" plans and specifications. Page PF-2 ofthe contract documents must be filled out by the bidder acknowledging the receipt of this addendum.
Bids will not be accepted ifthe above instructions are not followed. All provisions of the original "PAVlNG REPAIR AND STORM SEWER MODIFICATION TO THE FUEL TRUCK ROADWAY" plans and specifications
shall remain in full force and effect, except as modified by this addendum No.1. MODIFICATIONS TO THE SPECIFICATIONS: 1. Section "MB" Has been reissued in its entirety. MODIFICATIONS
TO THE DRAWINGS: The following sheets have been reissued: 1. Sheet 5 -Plan sheet 2. Sheet 6 Plan sheet 3. Sheet 9 Repair Area Type "C" 4. Sheet 10 Repair Area Type "D" 5. Sheet II Typical
Section 1 A 6. Sheet 12 -Typical Section lB CLARIFICATIONS FROM THE PRE-BID MEETING -OUESTIONS FROM CONTRACTORS I) The budget fur the project is approximately $45,000. 2) The concrete
pavement for all repair areas except "CI" and "C2" has been revised to be 4500 psi, NCTCOG type P2 (see note on revised sheets II and 12). 3) Repair Areas "Cl" and "C2" (Taxilanes 'T'
and "S'') shall be perfunned in an expeditious manner. These areas shall be completed and open in no more than three (3) calendar days from the time ofclosore ofthese areas, including
core time. Night work is permitted for these areas only, and shall be coordinated with the Town ofAddison 72 hours prior to commencement of the night work (See revised note on revised
Sheets 5 and 6). In the event that Additive Alternate 4 is accepted, Repair Areas "C I" and "C2" Page I of2 (Addendum No. I) 
may be completed at different times, provided that the total closure time for each is no more than three (3) calendar days. 4) The concrete for Repair Areas "CI" and "C2"has been modified
to be Type "M", and shall meet all ofthe minimum requirements ofType "P2" concrete, and shall achieve a compressive strength of36oo p.s.i. within 24 hours (see note on revised sheets
II and 12). 5) Normal working hours for areas other than "Cl" and "C2" is between 7:00 am and 5:00 pm Monday through Friday. 6) On Sheet 12, the removal ofthe top ofthe junction box
maybe cleanly broken, as opposed to sawed. Forms for the proposed concrete cap may remain, provided that the form material used does not have the potential ofdeterioration and blockage
of the storm sewer system. Page 2 of2 (Addendum No. I) 
SECTIONMB MAINTENANCE BOND MB-J 
SECTIONMB MAINTENANCE BOND STATE OF TEXAS COUNTY OF DALLAS That ______________ as principal and ____________ _____---', a corporation organized under the laws of _____ and ______ ____________
as sureties, said sureties being authorized to do business in the State of Texas, do hereby expressly acknowledge themselves to be held and bound to pay unto the Town of Addison, Texas,
a duly incorporated home rule municipal corporation under the laws of the State ofTexas, the sum of ($______-') for the payment of which sum will and truly to be made unto said Town
of Addison and its successors, said principal and sureties do hereby bind themselves, their assigns and successors, jointly and severally. This obligation is conditioned, however, that
whereas said: has this day entered into a written contract with the said Town of Addison to build and construct the MB-2 
which contract and the Plans and Specifications therein mentioned adopted by the Town of Addison, are hereby expressly made a part hereof as though the same were written and embodied
herein. WHEREAS, under the Plans, Specifications and Contract it is provided that the Coutractor will maintain and keep in good repair the work herein contracted to be done and performed
for a period of two (2) years from the date of acceptance, and to do all necessary backfilling that may arise on account of sunken conditions in ditches, or otherwise, and to do and
perform all necessary work and repair any defective condition growing out of or arising from the improper joining of the same, or on account of any breaking of the same caused by the
said Contractor in laying or building the same, or on account of any defect arising in any of said part of said work laid or constructed by the said Contractor, or on account of improper
excavation or backfilling; it being understood that the purpose ofthis section is to cover all defective conditions arising by reason of defective materials, work or labor performed
by the said Contractor; and in case the said Contractor shall fail to do, it is agreed that the City may do said work and supply such materials, and charge the same against the said
Contractor and sureties on this obligation, and the said Contractor and sureties hereon shall be subject to the liquidated damages mentioned in said contract fur each day's failure on
its part to comply with the terms of the said provisions of said contract, and planting materials (grasses) will be maintained by the Town of Addison after the time of fmal completion
and acceptance by the Town ofAddison and are therefore excluded from the two (2) year maintenance period as required by these presents, NOW TIIEREFORE, if the said Contractor shall keep
and perform its said agreement to maintain said work and keep the same in repair for the said maintenance period of two (2) years, as provided, then these presents shall be uull and
void and have no further effect; but ifdefault shall be made by the said Contractor in the performance of its contract to so maintain and repair said work, then these presents shall
have full force and effect, and said Town ofAddison shall have and recover from the Contractor and its sureties damages in the premises, as provided, and it is further understood and
agreed that this obligation shall be a continuing one against the principal and sureties herenn and that successive recoveries may be had herenn for successive breaches until the full
amount shall have been exhausted; and it is further understood that the obligation herein to maintain said work shall continue throughout said maintenance period, and the same shall
not be changed, diminished, or in any manner affected from any cause during said time. MB-3 
IN WITNESS WHEREOF, the said __________has caused these presents to be executed by and the said has hereunto set his hand this the __day of___-->. 20_, SURETY PRINCIPAL By: ____________
By: _________ Attorney inFact ATTEST 􀁂􀁹􀀺􀁾􀁾􀁟􀀭􀀭􀀭􀀭􀀭􀂭Surety Secretary Agency and Address NOTE:Date ofMaintenance Bond must not be prior to date ofContract, MB4 
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" I 􀁾􀁾􀀠􀁾􀀠: :; '«1 i I I ( .:I. ,I.'f'NXU 
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i I II I ! 􀁉􀁮􀀺􀁉􀁾􀁉􀁊􀁩􀁾􀀻􀀻􀀮􀀠i . 1 <a !I I a i 􀁾􀁬I . 􀁾􀁾􀀠"' I I i 1 ! 1 ! -.. ! 1_V\" , . 1 1 􀁾􀀠1 i OOt-O£ YiS 3al 􀁴􀁯􀀡􀁾􀀠01» VlS 􀁾􀀱􀀱􀀠t-O!'IH " 
FULL " <1 -'. <: 4". • d d . • I'uiL 'TRUCK .• iJ£L1VEF!Y.RQAD. • • • . 09-JUN-2004 09, 16 G, \39959\Cod\Sheet5\ftdt03.dgn NOT TO SCALE. No.1 DATE I REVISION IA.PPROV. J I 6-B-04lADl£HOOJl
NO. i REllTSIO-HSl---jj)ij t TAXIWAY (ASPHALT PVIff.! DEPTH SAW CUT 􀁾<:Ii::. 􀁾􀁾􀁟􀀠Ii::. EJ.!;,\." 􀁾􀀠·r"··.."" .'.... ", " ',-"'" ""," ".......,􀀼􀁜􀀺􀀼􀀮􀁜􀀮􀀺􀀮􀀬􀁾􀀧􀁾􀀼􀁜􀀬..
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�􀀼􀀧􀀠􀀢􀀧􀁾􀀧􀂫􀀻􀀢􀀾􀀼􀀺􀀭􀀢􀀠..... <'"", '. "', ". ""t" "'. " "'\, \. " " ", '. " ..... " '" .4 • . AREA\" "'\. "" .... "," \, "', '. " " ,,"',', " '.-"', """ .....",......., '-.,
\\", "',,' ,,"',,"" '-. ""........ "'."'" "" ' ".'.'.".""""."", "', -, '. ",. ,...... '. '-'-'. "-',....., " ADDITIONAL R£MOVAL FOR AREA C2 ONLY EXISTING CONC. PAVEMENT EXISTING HIIAC
FULL DEPTH SAW CUT TAXIWAY {ASPHALT PVIff.} """""....".,,"'\THE SEAL ON THIS 􀀢􀀬􀀢􀀢􀀻􀀬􀁾􀁟􀀹􀀮􀁴..􀁉􀀺􀁴􀁾•• DOCUMENT ;:':;1 -l.. .r,r'J,'It; )\1". 􀁜􀁗􀁾􀀠WPS AUTHORIZED BY 􀁾􀁴􀀧􀀬􀁊􀀢􀀧􀀧􀀧􀀧􀀧
􀀧􀀧􀀧􀀧􀀧􀀧􀀧􀀧􀀧􀀧􀀧􀀧􀀧􀀧􀀧􀀧􀀧􀀧􀁾􀁾􀁩i': M"lWlL .. ImQIISQK"NOTES MICHAEL A. HUTCHISON ,·;x:..·..·i;;i;....·"jJ􀁾􀀠P.E.# 89329 ON 􀁾􀀮􀁾􀁕􀁾􀁾I. CONTRACTOR WILL SOD DISTURBED "--_____()S-.J
UN-2004 􀁜􀀧􀁾􀁬􀁾...J.EGEND PAY ITEM. Al?E.A. THE SOD WILL NOT BE A SEPARATE 2. R£MOVED PAVEMENT SHALL BE DISPOSED c=J PAVEMENT R£MOVAL AREA OF BY CONTRACTOR. SUBSIDIARY TO OTHER ITEMS.
f : .. ' IEXISTING FUEL TRUCK ADDISON AIRPORT 3. REMOVED PAVEMENT WILL BE REPLACED '4" '. CONCRETE PAVEMENT FUEL TRUCK DELIVERY ROAD WITH CONCRETE PAVEIlENT AS SH(NIN IN TYPICAL SECTION
IA. 􀁾􀀠EXISTING JOINT REPAIR AREA TYPE 'C' 􀁛􀀺􀀺􀁉􀁾􀁊􀀮􀀠􀁩􀀽􀁴􀁾􀀭􀁦􀁗􀁏􀁉􀁓􀁕􀀠 9 
______ 09-JUN-2004 09, Ie G,\39959\Cad\Sheets\ftdt04.dQn HOT TO SCALE NO • iDAteml RfV j SI ON IAPPfi(jv • lliFIi;,o4TAtltitlitJiilllib. , REVISIONS I liN! INSTALL 18' RCP (CLASS 111
) AND GRATE INLET. PER GRATE INLET DOTAIL 􀁾􀀼/"-. GRADO AREA 􀁾􀁉􀀦􀀠'" TO PAVEMENT FA! LURE AREA ',<I' ',<I • " . '" ,,'•. ",' ' 4' ... ' • <:' , .. -. :..llute' T,wdi<; ': 1􀁾􀀠,
" " c 􀀢􀀺􀀺􀀺􀀢􀁅􀁬􀁬􀁊􀀮􀀮􀁌􀁾􀀧􀁖􀀽􀁦􀀮􀀺􀀡􀀮􀁾􀁾􀁁􀀭􀀧􀀮􀀧􀀠---------------􀁾􀀭􀀭.• " " ,,', 'REMOVE GRATE INLET • 􀁾􀀠DRAIN " . .... <I ... >1/.. 4 . , , ,'. -EXISTING STORM ',q,
.' ,rWATER PIPE DO • .',.' _ 􀁾􀁾􀀠NOT OISTURB. ;-.-;:--:--:"-;, , --:-"7 "",;:x:' ... • <I ' • .... ,. • ,":':'-:-. 􀀬􀀮􀀭􀁾􀀭􀀺􀀺􀀭AND-FiETTiRNTOToWH-􀀭􀀭􀀭􀀭􀀭􀁲􀁾􀀭􀀭" , 􀁾􀀠" '.'"
'OF ADDISON REBUILD '" . 4: ' ' <I ' ' "', •• ..... , 80X STRUCTURE. '" , • " .;, .. ' , .: ' ,.' ' CONNECT NEW PIPE ',. ",. ',., TO EXISTING BOX. "" 􀁾􀀠􀁾􀁉􀀦􀀠/' /' 4 "i "<1"':i1s.'.,':
'. ,, N' .. 4· I ",:,. . . .' • EJ EJ '" a:EB3 r " INSTALL 18' RCP (CLASS 111 )GRADO AREA I:I:I:t8 AND GRATE INLET. PERTO DRAIN GRATE INLET DOTAt L.NOTES NOTE. THIS ITEM IS ELIMINATED
I. CONTRACTOR WILL SOD DISTURBED ""FOR REPAIR AREA 05. AREA. THE SOD WILL NOT BE A SEPARATE t PAY ITEM. LEGEND2. REMOVED PAVEMENT SHALL BE DISPOSED OF BY CONTRACTOR. SUBSIDIARY TO OTHER
THE SEAL ON THIS DOCUMENT WAS AUTHORIZED BY MICHAEL A. HUTCHISON P.E.# 89329 ON 09-JUN-2004 -..........􀀬􀀬􀁾􀁜􀀠 􀀭􀁾􀂷􀁾..􀀪􀁾􀁬􀀮􀀺􀁾􀁾.. 􀁾􀁾􀁾l;r )l{ ··...􀀮􀀮􀀬􀁾􀁉􀀠f.iiiiiii:'i:-iiiiiiii;a.1�
�􀀮􀀺􀂷􀀱􀀭􀂷􀁭􀀮􀁾􀁾..􀁾􀀮􀀭...."" 􀁉􀁉􀁾􀁜8t121 fj\\ 􀀬􀁴􀁩􀀬􀀻􀀴􀁾􀀭􀀢􀀢,&. ADDISON AIRPORTr-IPAVEMENT REMOVAL AREAITEMS. 3. REMOVED PAVEMENT WI LL BE REPLACED WITH CONCRETE PAVEMENT
AS SH(}f(N IN TYPICAL SECTION 18. 􀁉􀀽􀁉􀂷􀁾􀀮􀁉􀁉􀁉􀂷􀀽􀁊􀁾......􀀭􀀽􀀭􀁾􀀠I_ :. :-'I EXISTING FUEL TRUCK .'" '.' CONCRETE PAVEMENT 􀁾􀀠EXSISTING JOINT FUEL TRUCK DELIVERY ROAD REPAIR
AREA TYPE 'D' 10 
09-JUN-200409,20G, \39959\Cod\She.ts\ftdtOS. dgn 􀁾􀀧􀀠JOINT W/HOT POURED NOT TO SCALESAWCtfT" FULL-DEPTHRUBBER JOINT SEALING AT EXISTING JOINTCOMPOUND (TYP) l' ·6 BARS 2.0' LONGEXISTING
JOINT LJ.:::, ON IS' CENTERS. EXPANSION JOINTPROPOSED 10' THICK. 4500 PSI. SLEEVE THIS END CLASS pe REINF CONCRETE OF BARS.---, SEE: DETAIL ISAWCtfT" I' BEYOND PAVEMENT FOR REPAIR 􀁾EXISTING
JOINT DRILL ANO 􀁾􀀠TYPES A.B.W. OUMMY JO INTS ATIF SPALLED EPOXY BARSIe' THICK. HIGH EARLY STRENGTH eo' MAX. SPACING. J' (CLASS 'M') FOR REPAIR TYPE C. SEE DETAI L 2. _________l_ SEE
NOTE e. ." '. < ',"" 􀁾􀀴􀁾􀁾􀁰􀀠• 4 BARS 0 IB' C-C CENTERED IN SLAB FOR REPAIR TYPES A.B.& D B' MIN 0'.5 BARS 0 lB' C-C (TYP) FOR REPAIR TYPE CEXISTING 6' SCARIFY 0' DEPTH AND RECOMPACT
CONCRETE PAVEMENT TO 957. STANDARD PROCTOR DENSITY. .6 BARS eo' LONG SUBSIDIARY TO 10' RE:INFORCEDON IS' CENTERS '!b. ""......,"",􀀻􀀺􀁾􀁲􀀮􀀮􀀹􀁊􀀮􀀺..t.?t.l" fir * 􀁾􀁜􀁾􀁾􀁾􀀱􀁩􀀻􀁍􀁌􀀧􀀻􀀺􀀢􀀻􀁡�
�􀁭􀀻􀁩􀀧􀁰􀁾􀁾􀀢􀀢􀀧􀀢􀀧􀀧􀀧􀀧􀀧􀀧􀀧􀀧􀀧􀀧􀀧􀀧􀀧􀀧􀀧􀀧􀀧􀀧􀀧􀀧􀁬􀀧􀀧􀀧􀀧􀀧􀀧'&,,,,..􀁭􀁾􀁊􀀠􀀧􀁴􀁦􀁑􀀡􀁍􀁬􀁴􀁾􀁾􀁾􀀬􀁾􀀬.. II FUEL TRUCK DELIVERY ROAD TYPICAL SECTION 1A CONCRETE PAVEMENT
REPLACEMENT ADJACENT TO CONCRETE􀁉􀀽􀁬􀁾􀀮􀁪􀀽􀀧􀁾􀁾􀁾􀀠CONCRETE PAY ITEM. NOTES, I. REPAIR AREAS SHALL BE LEVEL LEO 􀁾􀀠TO MATCH EXISTING GRADE OF ADJACENT CONCRETE PAVEIJENT. IF ADDITIONAL
FILL MATERIAL IS NEEDED, FLEXIBLE BASE MEE:TING THE: REOUIREIJENTS OF NCTCOG STANDARD SPECIFICATIONS .301.5 SHALL BE USED. ADDITIOANL FILL MATERIAL IS SUBSIDIARY TO BID ITEMS. e. CLASS
'M' CONCRETE FOR RE:PAlR AREA 􀁾􀀠TYPE 'C' SHALL MEET ALL OF THE REOUIRE:IJENTS OF CLASS 'pe' CONCRE:TE. PLUS ACHIEVE: A COMPRE:SSIVE STRENGTH OF J600 PSI WITHIN 2.4 HOURS. NO.1 DATe
I RcV(SION [APPROV. I 􀀱􀀶􀀭􀀸􀁾􀁯􀁾􀁉􀁁􀁪􀁪􀁴􀀵􀁅􀁎􀁪􀁪􀁩􀀩􀁪􀀬􀁪􀁎􀁩􀁩􀀺􀁩􀁒􀂣􀁖􀁉􀁓􀁦􀁏􀁎􀁓􀀠I IJAH THE SEAL ON THIS DOCUMENT Wf>S AUTHORIZED BY MICHAEL A. HUTCHISON P.E.II 89329
ON 09-JUN-2004 ADDISON AIRPORT 
--------------09-JUN-2004 09,22G,\39959\Cad\Sheets\ftdt06.dQn 􀁾􀀠􀁅􀁘􀁉􀁓􀁔􀁉􀁎􀁇􀀠6' CONCROTE PAVEMENT ----------1' 􀁾􀀢􀀧.... ' PROPOSED 10' THICK, IE::.. 4500 PSI. CLASS P2 ROINF.
CONCROTE PAVEMENT +4 BARS 0 IS' C-C CENTEROD IN SLAB -. < COMPACT TO 9SY. STANDARD PROCTOR DONS ITY---􀂷􀁊􀀢􀀧􀀢􀀭􀀬􀀮􀀮􀀮􀀺􀁾􀁌􀂷􀁟􀂷􀀠4 +6 BARS 20' LONG /\ ON IS' CENTERS. 􀁾􀀠SLEEVE
THIS END OF BARS -----, 􀁾􀀮􀀠􀁩􀁩􀀧􀁾􀁜􀀼􀀧􀀠I 4 1 ,,,, .' . SEE aoTAiL I DRILL AND IE::.. EPOXY BARS 6' MIN +6 B",!S 􀀲􀁯􀀬􀀻􀁅􀁾􀁾􀁾IE::.. ________i Ii 2' TY;-' i. ON 15 CE 1\ I +5
BARS 0 8 I I . ___ ., _ ..... __ .._ .. _____ .. __ ... _... \ I \ +5 DOWEL BARS E.W. LiB. I I SUBSIDIARY TO 10' ROINFORCED I I I 1/2' LONG I I CONCRETE PAY ITEM. l I l'oli'O.C. I I
I \/EACH SIDO I : 􀁟􀁾􀁅􀁘􀁉􀁓􀁔􀁉􀁎􀁇􀀠GRATE INLET \1 1 I r'" TO BE CAPPED IE::.. \ I I \ EXISTING STORM V I : I WATER PIPE:. \ I I I DO NOT DISTURB. I I I I L _______ , L____ 􀀭􀀭􀀭􀀭􀁾􀁩􀀭􀀭􀀭􀀭􀀭
􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀁪􀀠DlJMMY JOINTS AT 2.0' MAX. NOT TO SCALE SPACING. SEE SEE DOTAIL 2 EXISTING MANHOLE􀁾􀀧􀀠JOINT WI HOT POURED SAWCUT ATAND GRATERUBBER JOINT SEALING
EXISTING JOINTTO BE ROMOVEDSAWCUT AT COMPOUND ITYP) EXPANSION JOINTEXISTING JOINT 􀁾_______________JNOTE I REPAIR AROAS SHALL BE LEVELLED TO MATCH EXISTING GRADO OF ADJACENT IE::.. THE
SEAL ON THIS CONCROTE PAVEMENT. IF ADDITIONAL /2.DOCUMENT FILL MATERIAL IS NEEDOD. FLEXIBLE BASE -"''if''''\WAS AUTHORIZED BY 􀁾􀁾􀀮􀀮􀀠􀀢􀁬􀀧􀁦􀁾􀁜􀁴􀀠ADDISON AIRPORTMEETING THE ROOUIROMENTS
OF NCTCOG MICHAEL A. HUTCHISON fir * 􀁾􀀺􀀧􀁊STANDARD SPE:CIFICATIONS 301.5 SHALL P.E.l! 89329 ON fM:iiil"CiimiiiN1 FUEL TRUCK DELlVERY ROAD BE USED. ADOITIOANL FILL MATER/AL 09-JUN-2004
\"\-.....·a9329·:11 TYPICAL SECTION 1EIS SUBSIDIARY TO BID ITEMS. 􀁾􀀢􀀢􀀺􀀮􀀱􀁉􀀮􀁾􀀡􀁜􀁜􀀧􀁩􀀢􀀧􀂷􀁬􀁴􀁾􀁾...􀁉􀀧􀀱􀀮􀁜􀀮􀀱􀁉􀀧􀁾􀀬􀀺􀀺__ 􀀬􀀬􀁾􀁾􀀮􀀠CONCRETE PAVEMENT REPLACEMENT
ADJACENT TO MANHOLE􀀱􀀽􀁉􀁾􀁩􀁪􀀺􀀺􀁊􀁾􀁾􀀭
Jim Pierce From: Jim Pierce Sent: Wednesday, May 12, 200411:21 AM To: Mark Acevedo; Lisa Pyles (E-mail) Cc: Dave Foster (E-mail); Jerry Holder (E-mail) Subject: Fuel Truck Access Road
-RAMP I met with Jerry Holder yesterday and the individual drawings for repair ot the various conditions are complete. In figuring how we are going to get quotes, Jerry will meet with
Dave Foster in the field and measure up the various areas so we can get quantities people can quote on. Jerry will also prepare a proposal tonn to use to get quotes from contractors,
as well as a location map showing where the various repairs will be needed. Specifications for the work will reference NCTCOG specs or be on the plans. This will also get us insurance
and a maintenance bond. The contractor's proposal will be flexible so we can prioritize the repairs and stay within our RAMP money. We are trying to keep this simple. However HNTB will
need some additional tee to do this work. I do not expect this to be a large amount of money. Their fee to prepare the individual drawings was $4,793. I have instructed Jerry to go ahead
with this work and it should be complete within a week. Once we get into construction, I anticipate Dave Foster will be the inspector under my supervision. Jim Pierce, P.E. Assistant
Public Works Director P.O. Box 9010 Addison, TX 75001-9010 972-450-2879 1 
015-AB Page 1 of2 Jim Pierce From: Minol<Suh Sent: Monday, May 24, 2004 4:32 PM To: Jim Pierce Cc: 'Jerry Holder (E-mai!)'; 'Usa Pyles (E-mail),; 'Dave Foster (E-mail)'; Marl< AcevedO
Subject: Bid 04-25 Paving Repair Addison Airport Bid No: 04-25 Bid Name: Paving Repair Addison Airport First Ad: 5128104 Second Ad: 614104 Pre Bid: Mandatory, June 3, 2004 2:00PM @Service
Center Bid Open: Monday, June 14, 2004 9:00AM Council: June 22, 2004 MinokSuh Purchasing Coordinator Town of Addison 972-450-7091 ----Original Message-From: Jim Pierce Sent: Monday,
May 24, 2004 4:22 PM To: Minok Suh CC: Jerry Holder (E-mail); Usa Pyles (E-mail); Dave Foster (E-mail); Mark Acevedo SUbject: FW: 01S-AS Minok: Please place the attached ad. Jerry: I'm
OK with the mandatory meeting. I think it is valuable because of the special conditions the contractor must work under on the Airport Jim Pierce, P.E. Assistant Public Works Director
P.O. Box 9010 Addison, TX 75001-9010 972-450-2879 ---Original Message----From: Jerry Holder [mailto:JHolder@HNTB.com] Sent: Sunday, May 23, 2004 9:S6 PM To: Jim Pierce; dave.foster@steubach.com;
lisa Pyles (E-mail); Mark Acevedo CC: Mike Hutchison SUbject: 01S-AS Please review and give me your comments. Notice I have a mandatory site visil...you may not want this. Also check
the bid opening date. I had us getting the advertisement to Minok on Monday...she submits to the paper on Tuesday...the first advertisement is Friday (28th)...,second advertisement is
Friday (June 4th) ...open bids the 11th...on council agenda 5/24/2004 
OI5-AB Page2of2 by the 15th ...council approves at 22nd meeting. Let me know if I missed anything. Thanks, Jerry «015-AB.doc» This e-mail and any files transmitted with it are confidential
and are intended solely for the use ofthe individual or entity to whom they are addressed. Ifyou are NOT the intended recipient or the person responsible for delivering the e-mail to
the intended recipient, be advised that you have received this e-mail in error and that any use, dissemination, forwarding, printing, or copying ofthis e-mail is strictly prohibited.
5/24/2004 
I:I􀁾i i =1 LETTER OF Job No, 39959 The HNTB C(Jn;p«nies !)S1UWS$1 Plano Parkway, Sulte200 • Plano. Tt\\Xlls15093 (912)661-5626 TRANSMITTAL Date May 11, 20041 To: Mr. Jim Pierce, P.E.
i Town ofAddison 16801 WestgroveDrive Addison, TX 75001-9010 WE ARE FORWARDING TO YOU: ------------------..._...._... _-------Re: : Addison Airport ; Fuel Truck Roadway Pavcment Repair
: Detail Sheets NO. OF COPIES SHEET NO. LAST DATED 5 5 May 7, 2004 i , i DESCRIPTION Typ. Sects and Plan View Details ..._--_... -, 􀀬􀀭􀁾􀀭􀀭􀀮􀀭-----*._.---""----.-.-..􀀭􀀭􀀭􀁾􀀭􀀭􀀭􀀭􀀭􀀭􀀭---<---
--.....----.._, ....􀀢􀀢􀁾􀀭......􀀭􀀭􀁾􀀭􀀬􀀠􀀮􀀬􀀭􀀭􀁾􀀭....-'--'􀀭􀁾􀀠, THESE ARE TRANSMITTED: o For approval o For your use IXl As requested o For review & comment PLEASE NOTE: COPY
TO: 39559,RB 
• • II-MAY-2004 15,04 G, \39959\Cod\Exhibits\FueIRoutel.dgn NOT TO SCALE EXIST ING PIPE INLET AND HEACNIALL /" _____ GRADE AREA --Z TO DRAIN/PAVEMENT FAIWRE AREA '\ ',4 " < ',<I • "
.' ,.. ' <! _.. <I • < • , • " ' ., " ' " EXISTING STORM."L'puf:t. :rRU;K'" • 1,:: •• ',' Ii: 'Z"WATER PIPE. DO>' , ,'-7' 􀁾'"7'':'',-􀁾􀀮􀀢􀀮􀀠.::. NOT DISTURB.:.: .D§.􀁾􀀧􀁉􀀡􀀡􀁥􀀡􀀡􀁾R!!.f.!3:"
-----j -.J: , <l' ',: -'. " '.', ,',', • e <! • 􀁾􀀠,....--;-..---§' -.-􀀭􀀭􀀺􀀭􀀮􀁾􀀺􀀺􀀭􀁾􀀧􀀠􀀧􀁾􀁒􀁅􀀺􀀻􀀻􀀨􀀯􀁖􀁅􀀭􀁇􀁒􀁁􀁔􀁩􀀠􀀭􀀭􀀭􀀺􀀭􀀭􀀭􀀱􀁾􀀭􀀭• 3: • " ' ..' , , ' " " " '"
, 4 ' • ' ' < ' INLET. REBU /to, -.I ' '. '0',<! • ...... , , , BOX STRUCTURE. V) < •CONNECT NEW PI PE •,. 4 ,. ,I TO EXIST J.NG BOX. //EJ 􀁾􀀠EJ 􀁉􀁉􀁉􀁍􀁉􀁾INSTALL 18' RCP (CLASS Ill)
􀁾􀀠AND GRATE INLET. PER GRATE INLET DETAIL NOTE.S I. CONTRACTOR WILL SOD DISTURBED AREA. THE SOD WILL NOT BE A SEPARATE t PAY ITEM. LEGE.ND "2. REMOVED PAVEMENT SHALL BE DISPOSED OF
BY CONTRACTOR. SUBSIDIARY TO OTHER '--_--'I PAVEMENT REMOVAL AREA ADDISON AIRPORTITEMS. 3. REMOVED PAVEMENT WILL BE REPLACED FUEL TRUCK DELIVERY ROAD " : ·"1 EX 1ST ING FUEL TRUCKWITH
CONCRETE PAVEMENT AS SHOWN IN ,I'.,. " , CONCRETE PAVEMENTTYPICAL SECTION lB. REPAIR AREA TYPE \4.' @EXSISTING JOINT􀁲􀀺􀁔􀁾••􀀽􀁉􀁾􀁾􀁾􀀠
• • • • • • • • 11 MAY-2004 15,03 G,\39959\Ccd\Exhibits\FueIRoute2.dgn NOT TO SCALE SAWCUT 4' BEYOND PAVEMENTl SAWCUT FULL-DEPTHEXISTING 􀁊􀁏􀁉􀁎􀁔􀁾􀀠FAILURE AREA AT EXISTING JOINTr
'.. ' " 'x:::'r l '..' " ' " '.. -... . ., • '.,,' '. .. .,., " ..:I -. " '::" • <l • 4• " oj • ' .,4 '• • • • ; ,-· .,:, a:' ,4, .-, <l .. -4 <l >" :!,4 ,4 ..:I • ',4 ", <'l <• • .,
" 'jZ ': ;1-"FUEL TRUCK, REMOVAL" " "b£i IVl:'R'r, ROAlD 􀁾4 " .4 AREA., '.! , 􀁾􀀱􀀴􀀠I ..<'.I' <I ... _ ',<l • " ',<l •.• • . -• j {'.. .. 0 , 􀁾􀀠",.., , ",4 ',4 , ' ' • ..:1 ".!
• • ·, . • 􀀧􀀠'4 4 ' ',4,• ..' , '"' .. . '" . '" i, . ,'0' . ." • ", ;, , , 􀁾􀀠EJ EJ EJ NOTES I. CONTRACTOR WILL SOD DISTURBED AREA. THE SOD WILL NOT BE A SEPARATE PAY ITEM. LEGEND
2. REMOVED PAVEMENT SHALL BE DISPOSED OF BY CONTRACTOR. SUBSIDIARY TO OTHER 􀁛􀁟􀁭􀁾PAVEMENT REMOVAL AREA ITEMS. ADDISON AIRPORT 3. REMOVED PAVEMENT WILL BE REPLACED j.: :"j EXISTING
FUEL TRUCK FUEL TRUCK DELNERY ROADWITH CONCRETE PAVEMENT AS SHOWN IN ,.," ',.' CONCRETE PAVEMENT TYPICAL SECTION IA. REPAIR AREA TYPE 'B' 􀁾􀀠EXSISTING JOINT 􀁉􀀽􀁉􀁾􀀭••􀀽􀁉􀁾􀁟􀁾􀁾􀀠
• • • • • • • • • II-MAY-2004 15:02 G: \39959\Cad\Exhibits\FueIRoute3.dgn NOT TO SCALE f TAXIWAY FILLET AREAS SHALL BE 12' (ASPHALT PVMT.J DEPTH SAW CUTIN DEPTH AND DOWELED INTO ADJACENT
CONCRETE <I ". <I J ..• 􀁾4 4• • FULL 4 • 4 ., FUE'LTRUCK..• REMOVAL iJEC(VERY ROAD .. . ... 4.4 • .'] AREA • • 4 4 • EXISTING EXISTING HMAC CONC. PAVEMENT 1'--Fill L DEPTH SAW CUT TAXIWAY
(ASPHALT PVMT.J NOTES 􀁾􀀠I. CONTRACTOR WILL SOD DISTURBED LEGENDAREA. THE SOD WILL NOT BE A SEPARATE PAY ITEM. 2. REMOVED PAVEMENT SHALL BE DISPOSED '--_--'I PAVEMENT REMOVAL AREA OF
BY CONTRACTOR. SUBSIDIARY TO OTHER ITEMS. I'·: ·'1 EXISTING FUEL TRUCK ADDISON AIRPORT • .•. 4 .•.• CONCRETE PAVEMENTJ. REMOVED PAVEMENT WILL BE REPLACED FUEL TRUCK DELIVERY ROADWITH
CONCRETE PAVEMENT AS SHOWN IN TYPICAL SECTION IA. 􀁾RADIUS FILLETS REPAIR AREA TYPE 'C' 1-: I 􀁾lif-.::" 􀁾___􀁾􀁉􀀧􀁕􀁎􀁎􀁅􀁕􀀠􀁾􀀠EXISTING JOINT 
II-MAY-2004 15,01 C,\39959\Cod\Exhibits\FueIRouta4.dgn NOT TO SCALE 1.\' JOINT W/HOT POURED RUBBER JOINT SEALING COMPOUND (TYP) EXISTING JOINT 􀁉􀁾􀀧􀀠DOWEL BAR ZO' LONG ON IS' CENTERS.
PROPOSED 10' THICK. 5000 PSI PAINT AND OIL ONE REINF CONCRETE PAVEMENT END OF DOWEL. . < < • '. < ... • . < . 8' MIN l J SAWCUT FULL-DEPTH AT EXISTING JOINT DRI LL AND EPOXY DOWEL BARS
8' MIN􀁉􀁾􀀧􀀠DOWEL BAR ZO'ITYPJ 6' 6' (TYPJLONG ON IS' CENTERS. EXISTING 6' PAINT AND OIL ONE SCARIFY 6' DEPTH AND RECOMPACT CONCRETE PAVEMENT END OF DOWEL. TO 957. STANDARD PROCTOR
DENSITY. SUBSIDIARY TO 10' REINFORCED CONCRETE PAY ITEM. ADDISON AIRPORT FUEL TRUCK DELIVERY ROAD TYPICAL SECTION JA CONCRETE PAVEMENT REPLACEMENT ADJACENT TO CONCRETE 􀁲􀀺􀁔􀁾􀀺􀁉􀁉􀁉􀁉􀁉􀂷􀀽􀀱􀀠􀁾�
�􀀱􀀧􀁌􀀮􀁕􀁩􀁈􀁚􀁄􀀠
----------------Il-MAY-2004 15,00 G,\39959\Cod\Exhibits\FueJRouteS.dgn NOT TO SCALE EXISTING MANHOLE AND GRATE%' JOINT W/HOT POURED TO BE REMOVEDSAWCUT AT RUBBER JOINT SEALING SAWCUT
AT EXISTING JOINT COMPOUND fTYP) EXISTING JOINT PROPOSED 10' REINF. LONG ON IS' CENTERS. 1',4' DOWEL BAR 20' EXISTING 6' DRILL AND EPOXY CONCRETE PAINT AND OIL ONE DOWEL BARSCONCRETE
PAVEMENT END OF DCNlEL.+4 BARS 0 IB' C-C CENTERED IN SLAB : 􀀭􀁲􀀺􀀭􀁉􀀬􀀭􀀮􀀮􀁾􀀠B' MIN L IrYP) 6' 1',4' DCNlEL BAR 20' +5 DCNlEL BARS 12' LONG --' 􀁟􀁾􀁾􀀮􀀮􀁳􀀮:..-....:...:..-',L-',<1
... <1 • • " 6' O,C. EACH SIDE 􀁾􀀠/J B' MIN . -<) ..• -t-, , .. ,. .. 6·Ir ,-s,t.i..,,. 'r 1􀁾􀀠<: fTYP) W , III 􀀢􀀺􀀮􀁾􀀡􀀽􀀭􀀮􀁊􀀮􀁾􀁦􀀡􀀮􀀡􀁦􀁌􀀶􀀺􀀢􀀮􀁐􀀮􀁅􀁊􀀺􀀡􀀺􀁕􀀡􀀧􀁰􀁟􀁒􀂧􀀨􀀻􀀲􀀱􀀮􀁦􀀡�
�􀀺􀀡􀀮􀁟􀀠-􀁾􀀺􀁾􀁾􀁾􀀭􀀭􀀭r t, ,il".\, , , " , \" ,1 -------t ___ _ __ 2' TYPJLONG ON IS' CENTERS. f\ I I r TO 95Y. STANDARD PROCTOR DENSITY. i\ PAINT AND OIL ONE "\: I: SUBSIDIARY
TO 10' REINFORCED I \END OF DCNlEL. I I I I I CONCRETE PAY ITEM, I I \ J I I I \ I \/I I : I 􀁾􀁅􀁘􀁉􀁓􀁔􀁉􀁎􀁇􀀠MANHOLE \1 1 I I "" TO BE REMOVED \ I I I I \ EXISTING STORM V I I I
I WATER PIPE. I I I I DO NOT DISTURB, I : I IL____ I _ ________ _ ____􀁾􀁟􀁟􀁟􀁟􀀠_____􀁾􀁩􀁟􀁟􀁟􀁟􀁟􀀠􀁾􀀠I I ADDISON AIRPORT FUEL TRUCK DELIVERY ROAD TYPICAL SECTION 1B CONCRETE PAVEMENT
REPLACEMENT ADJACENT TO MANHOLE􀀱􀀭􀀽􀀱􀁾􀀱􀁉􀀮􀀽􀀱􀁾􀁾􀁾􀁾􀀠
"-MAY-2004 14,59 C,\39959\Cad\Exhibits\FueIRouteG.dgn p •• Die. NOT TO SCALE.-I I BI􀁾􀀠 3/8" M.S. Jlnchors-" ----;::.-----4-.!I 5 Bors Each $ide-1 􀁾􀁩􀁬􀀨􀀲􀀠􀀭􀀭􀁾􀀠 "-i I -r #4 80rs
@S" t:och Side 6 \\ 1 1 1;.. 't3 3/4" , ' I ;., \\111.,1,'(",,1,·11 /. I I I 􀁾􀁾.', •. '. . rli • •• 115 Dowels ...l 1'-,,'-_. ' 'n'-..,->';;";;0" '. ,,@."'O,C.I =1c:::::::::J I 1'--'
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􀁾􀀠• 􀁾􀀮􀀮􀀠􀀧􀀺􀀮􀀧􀁾􀀠2"X4" Key 3" (Typ.) 12" Min, Lop CIt. Cost Iron Grote ond Fl"Qme Sholl ---6" Min. ClI". -i-Support 0. Minimum Aircraft Lood 8" Vorl "'-0" •• ' ...of 225 PSI.
es .. ,0,10. PLAN -TYPE "6" GRATE INLET TYPE "6" GRATE INLET -SECTION "A-A" Scole: None Scote: None 4-:4 Bars Eoch Side 􀁾􀁯v;t: ... ____ _35" .. Bo" ....􀁾􀀠􀁾􀀠1-,rJ"' -H j.., "."
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�􀀶􀀡􀀮􀀺􀀭􀁅􀀮􀀮􀀮􀀶" GRATE INLET DETAILS I;Ihi! i i 􀀽􀁊􀁾􀁾􀀭􀀽􀁾􀁐􀁕􀁬􀁦􀁦􀁬􀁅􀁵􀀠Scale: NoM 
I1-MAY-200415: 04 G:\39959\Cad\Exhiblts\FusIRoutel. dgn NOT TO SCALE EXISTING PIPE INLET AND HEAfJNALL /""" ______ GRADE AREA -.::::. TO DRAIN/PAVEMENT FAILURE AREA " '.4 '.4 '.4 '.4 , , .q . q,
.. ' q , ",' <I. "./: ". ·L····· ' .. ," .. '.' EXISTING STORM􀂷􀀧􀀻􀁕􀁅􀀯􀁲􀁒􀁕􀀹􀁋􀁾􀀧􀀠.' . . . '. '..􀁾􀀠.' r DOWATER PIPE.'1 :"...: , ••' c· 􀀮􀁩􀁾􀀠NOT DISTURB.􀁾􀀠--' ----..,..
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. .... V) , • • 4 <I.!... . ..aCONNE¢i NEW PIPE ' '.4 4 •.. TO t.X(ST INGBOX. 􀁾􀀠//EJEJ mr -'-INSTALL 18' RCP (CLASS Ill)GRADE AREA AND GRATE INLET, PERTO DRAIN GRATE INLET DETAILNOTES
I. CONTRACTOR WILL SOD DISTURBED AREA. THE SOD WILL NOT BE A SEPARATE t PAY ITEM. LEGEND "2. REMOVED PAVEMENT SHALL BE DISPOSED OF BY CONTRACTOR. SUBSIDIARY TO OTHER [ IPAVEMENT REMOVAL
AREA ADDISON AIRPORTITEMS. 3. REMOVED PAVEMENT WILL BE REPLACED FUEL TRUCK DELIVERY ROAD I,' :-1 EXISTING FUEL TRUCKWITH CONCRETE PAVEMENT AS SHOWN IN '.' 4 ',' CONCRETE PAVEMENTTYPICAL
SECTION lB. REPAIR AREA TYPE 'A' @EXSISTING JOINT􀀱􀀺􀀽􀁉􀁾􀀮􀀠i 􀀽􀁊􀀱􀀺􀀮􀁾􀁾􀁧􀁾􀀠
ll-MAY-2004 15:03 G:\39959\Cod\Exhibits\FueIRowte2.dgn NOT TO SCALE 1",4' MIN;SAWCUT 4' BEYOND PAVEMENT SAWCUT FULL-DEPTHEXISTING JOINT FAILURE AREA AT EXISTING JOINT ,4 -, "" ' • ..,
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" . • 4 • ,4 • • ,0 • • • • • • • '. oJ • ,4 " . R.fMOVAL AR.fA ·' • ·' • • • • • " . • • • " . • • • " . • " . • • • " . • • • • EJ EJ EJ NOTES I. CONTRACTOR WILL SOD DISTURBED AREA.
THE SOD WILL NOT BE A SEPARATE PAY ITEM. LEGEND 2. R.fMOVED PAVEMeNT SHALL BE DISPOSED OF BY CONTRACTOR. SUBSIDIARY TO OTHER [ IPAVEMENT REMOVAL AR.fA ITEMS. ADDISON AIRPORT J. REMOVED
PAVEMENT WILL BE R.fPLACED 􀁾􀁅􀁘􀁉􀁓􀁔􀁉􀁎􀁇􀀠FUEL TRUCK FUEL TRUCK DELIVERY ROAD WITH CONCRETE PAVEMENT AS SHOWN IN 􀁾CONCRETE PAVEMENT TYPICAL SECTION IA. REPAIR AREA TYPE '8' 􀁾􀀠EXSISTING
JOINT 􀁲􀀺􀁔􀁾􀁩􀀠i =J 􀁾􀁾􀁾rr..LNHr.U 
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. 4 ·1 '. 4 . '. 0 -0 0' -I '. 0 . .0 '.• '1 <4 <I <f .:I <: ,,' (J ... 4: .. <I4• }'. . ", REMOVAL " FUEL TRUC/(. , .0. .4-0 __4 _ . AflEA. ../. PELI,VERY ROAD -<! (J ., 4 .., '" <l
(f <: CONC. PAVEMENTEXISTING 􀁈􀁕􀁁􀁃􀁾􀀠FULL DEPTH SAW CUT TAXIWAY (ASPHALT PVMT.) NOTES ! I. CONTRACTOR WILL SOD DISTURBED LEGENDAREA. THE SOD WILL NOT BE A SEPARATE PAY ITEM. Z. REMOVED
PAVEMENT SHALL BE DISPOSED r--IPAVEMENT REMOVAL AflEA OF BY CONTRACTOR. SUBSIDIARY TO OTHER ITEMS. I---: .. -I EXISTING FUEL TRUCK ADDISON AIRPORT 3. flEMOVED PAVEMENT WILL BE REPLACED
0. 4 -.•' CONCRETE PAVEMENT FUEL TRUCK DELIVERY ROAD WITH CONCflETE PAVEMENT AS SHOWN IN TYPICAL SECTION IA. REPAIR AREA TYPE 'C' 1:1 􀁾􀂷􀁩􀀮􀀽􀁉􀁾􀁾􀁲􀁾􀀠EXISTING JOINT 
11-MAY-2004 15: 01 G: \39959\Cad\Exh;b;ts\FuaIRoute4. dQn NOT TO SCALE %' JO INT W/HOT POURE.D RUBBE.R JOINT SE.ALING COMPOUND ITYP) FULL-DEPTH JOINT AND E.POxr BARS JAV'-6' MIN PAINT
AND OIL ONE 8' MIN ITYP) 6' E.XISTiNG JOINT PROPOSE.D /0' THICK, 5000 PSI 􀁉􀁾􀀧􀀠DOWE.L BAR 20' LONG ON IS' CE.NTE.RS. • . 􀁉􀁾􀀧􀀠DOWE.L BAR 20' LONG ON IS' CE.NTERS. PAINT AND OIL
ONE 6' ITYP) EXISTING 6' RE.INF CONCRE.TE. PAVE.ME.NT '.4 '.4 " E.ND OF DOWE.L. SAWCUT AT E.XISTING DRI LL DOWE.L 4, ',4 • 􀀧􀀧􀀧􀀧􀁾􀀢􀀠'\ )d' 􀁾􀀠􀀬􀀬􀂷􀁾􀁶􀀠< 􀀼􀀺􀀺􀀾􀁾􀀠j 8' MIN
SCARIFY 6' DEPTH AND RE.COMPACT TO 957. STANDARD PROCTOR DENSITY. SUBS/DIARY TO la' RE.INFORCED CONCRETE. PAY ITE.M. CONCRE.TE. PAVEMENT END OF Down. ADDISON AIRPORT FUEL TRUCK DELIVERY
ROAD TYPICAL SECTION 1A CONCRETE PAVEMENT REPLACEMENT 􀀧􀀭􀀽􀁔􀁾􀁵􀀽􀁊􀁾___􀁾􀀱􀀧􀁗􀁏􀁉􀁭􀁕􀀠ADJACENT TO CONCRETE 
ll-MAY-2004 15,00 G,\39959\Cad\Exhibits\FueIRouteS.dgn NOT TO SCALE EXISTING MANHOLE AND GRATE*' JOINT W/HOT POURED TO BE REMOVEDSAWCUT AT RUBBER JOINT SEALING SAWCUT ATEXISTiNG JOINT
COMPOUND I TYP) EXISTiNG JOINT LONG ON IS' CENTERS. lV.' DOWEL BAR 20' PROPOSED 10' RfINF.􀁅􀁘􀁉􀁓􀁔􀁩􀁎􀁇􀀠6' DRI LL AND EPOXYPAINT AND OIL ONECONCRETE PAVEIIENTCONCRETE DOWEL BARSEND
OF DOWEL.PAVEIIENT +4 BARS D IB' C-C 􀁉􀀯􀀬􀀭􀁀􀁾􀀠􀁾􀀠----------􀀢􀁊􀀻􀀬􀀬􀁾􀀠8' MIN L (rYP) 6' CENTERED IN SLAB +5 DOWEL BARS 12' LONG 'J...:-􀁾..􀁾:'-'__ 4 ,4 ... I 'r<# B' IIIN􀀴􀁾D
6' O.C. 6' IIIN IrYP)...EACH SIDE .'<I!It 􀁾􀀮􀀠• . r"' t() lV.' DOWEL BAR 20' r-_ _ _ _ 􀁾􀀮􀀠. 4 􀁾􀀬􀀬􀀺􀁊􀀠Illrlq, 􀁾L 􀁾􀁾􀀧􀁩􀀡􀁦􀁌􀀶􀀧􀀺􀀢􀀠!!E.f7J:U!!.P_R.E.qJ!l!ff£!.. _ 􀁾􀀠LONG
ON IS' CENTERS. '\ I TO 957. STANDARD PROCTOR DeNSITY.I' PAINT AND OIL ONE i \: I: SUBSIDIARY TO 10' REINFORCED I \END OF DOWEL. I I I I I CONCRETE PAY ITEll. I I \ I I I I \ I \/I :
I 􀁾􀁅􀁘􀁉􀁓􀁔􀁉􀁎􀁇􀀠IIANHOLE \1 I I I 􀁾􀀠TO BE REIIOVED \ EXISTING STORII 􀀨􀁾􀀺􀀠: : \ WATER WATER PIPE. 􀁾􀀠I I I DO NOT DISTURB. \ I : I IL _______I 􀁾􀁟􀁟􀁟􀁟􀁟􀀠_ _____􀁾􀁾􀁟􀁟􀁟􀁟􀀠_
_______________ 􀁾􀀠I I 􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀁾􀀭􀀭􀀭􀀭ADDISON AIRPORT FUEL TRUCK DELIVERY ROAD TYPICAL SECTION IB CONCRETE PAVEMENT REPLACEMENT ADJACENT TO MANHOLE 􀁲􀀺􀀱􀁾􀁩􀁩􀀽􀀧􀁉􀁾􀁾􀁾􀀭
11-MAY-2004 14,59 G, \39959\Cod\Exhibits\FueIRoute6.dgn 􀁾".. I NOT TO SCAL£ 􀀧􀁉􀀻􀁾􀁮􀀠3/8" M.S. Mchors?Q 1/""􀀴􀁾􀁾􀀠5 Bars Eoeh Side􀁾􀀮􀀮􀀠􀁾􀀮􀀠I , I #4 80:1"$ @8" Each Side"""'\
􀁾􀀠\\ i 2" Y 3/4" 9 3/4'"9 3/4' I I 1 ' I 􀁾􀀠0 . 􀁾􀀠.. · . 7] .' 􀁾􀀮􀀠1*5 Dowels 1'':''':'' 􀁾􀀠3-tl4 Bars o • @G" a.c. I :118 18" Each Side A I I A 'ap t._ ! .J .#, 'i-. "in " I
tTypl 2" elr.f--,' 􀀮􀁾􀀮􀀠1-;' 􀁾􀁕􀀵@6"O.C. -r -􀀮􀁾􀀠, . " .' ElJeh Way I I 􀁾􀀠. .. " I I > • (t'Xlul ) I I ' Invert I": r.2" 1\\ 􀁮􀁹􀁰􀀮􀀩􀁾􀀠c.. /'. ," . , , . 􀁾.. . " . 􀁾􀀧􀀢􀁇􀁾􀀧􀀺ream,
Shall k i · .: .: 􀀧􀀮􀁾􀀧􀀠.,.' ': 􀀧􀀬􀁾􀀮􀀬􀀠,'"'f'o • • '.. 2"X4" Key ';;1 (Typ.) 12''' Min. lop ell". -I--." Min. Cle. -f-Suppert (I Minitrrum Aircraft Load 8" Vories 4'-0" Min.
8" of 225 PSI. PLAN -TYPE "6" GRATE INLET TYPE "6" GRATE INLET -SECTION "A-All Score; None Scc1e: None 4-#4 80rs 40 112"Eech Side ! 35" 􀁾􀀠1-1 rJ' -1r-' "'''I11:4 Bors @S'!..-., 􀁾􀀬􀁜􀀠􀁪􀀮􀀮􀀮􀀮􀁾
􀀠'!li ll" , n'" • _ 1114 @8" Each Side 􀁾􀀠. 􀀳􀁾􀀱􀁴􀀴􀀠Bors . 􀀬􀁾􀁦􀁬􀀵􀀵􀀠Hariz @to" , . I 32" It; .. 􀁯􀁾􀀠I,: 2" 115 tP 10" a.c. N 'f-f.::.' Each Woy !l5 OO\ole1s @6".. .􀁾􀀮􀀠,"
• .' I I 􀀧􀁾􀀠o • I I >,,;';. . 1 I '.'.' . 􀁾􀀠II II .".: .... . . -.' . 􀁾􀀠'0 .' · 􀀻􀀢􀁾􀁯􀀧􀀠0.;••..• ' ••.•••.• °Lfl 􀁾"__ _:., • ," ." ".:' . 􀁾􀀠􀀢􀁾􀀧􀀠• • uS Bcrs @6" ADDISON
AIRPORT! I 24" Min, Lop I t,3" 􀁾􀀠c •. 8" Vorres 􀀳􀀧􀁾􀁡􀀢􀀠Min. 8'" FUEL TRUCK DELNERY ROAD TYPE "B" GRATE INLET -SECTION "9-811 GRATE INLET DETAILS 􀀱􀀺􀁉􀁾􀁩􀁩􀀽􀁊􀁾􀁾􀁾􀀠Scale:
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• • ll-MAY-2004 15,04 G,\3S959\Cod\Exhibits\FueIRoutel.dgn NOT TO SCALE EXISTING PIPE INLET AND HEA{1((ALL /""-. _____ GRADE AREA/1 􀁾􀀠TO DRAIN PAVEMENT FAILURE AREA " ,. "," " 􀀮􀀯􀁾􀀠.
􀁾􀀠.. '., 􀀢􀁬􀁆􀁕􀁾e' tRUCK"·, , 􀀧􀀮􀀺􀁄􀁩􀁾􀁾􀁾􀁲􀀠􀁾􀁾􀁾􀀮􀁟􀀠. 4 . " _ 􀁾􀀧􀀭􀀺􀀭􀀧􀀮􀁾􀀠􀀭􀀻􀁾􀀬􀀭􀀺􀀠􀁾􀀮􀀭..':-,. ' < ' ,4 ,. '4• EJ AREA EJ IJIIIIL-------=>-INSTALL 18' RCP
(CLASS III)GRADE 􀁾􀀭AND GRATE INLET, PERTO DRAIN GRATE INLET DETAILNOT£S I. CONTRACTOR WILL SOD DISTURBED AREA. THE SOD WILL NOT BE A SEPARATE t "'PAY ITEM. LEG£NDZ. REMOVED PAVEMENT
SHALL BE DISPOSED OF BY CONTRACTOR. SUBSIDIARY TO OTHER I IPAVEMENT REMOVAL AREA ADDISON AIRPORTITEMS. 3. REMOVED PAVEMENT WILL BE REPLACED FUEL TRUCK DELIVERY ROADI.' ,'.'IEX IST ING
FUEL TRUCKWITH CONCRETE PAVEMENT AS SHOWN IN ,.,4 • ,.' CONCRETE PAVEMENTTYPICAL SECTION lB. REPAIR AREA TYPE 􀁾􀀧􀀠􀁾􀀠EXSISTING JOINT􀁲􀀽􀁬􀁾􀁩􀁩􀀽􀀧􀁉􀁾􀀺􀁾􀁾􀀠".1 , , '-1>i: ," "<
,..---􀁾􀀭􀀭􀁾􀁾􀁾􀀭􀀧􀁬􀂷􀁾􀀭􀀭REYOVE GRATE 􀁾􀀠 I 􀁎􀁌􀁅􀁔􀀧􀁾􀀠REBUILD ::: BOX STRUCTURE. 􀁾􀀠 CONNECT NEW PIPE TOE.YJSTING BOX . 􀁾􀀠//" . 4 . . 􀁾􀀮,'. '. ','.:' . ,'.' EX IST I
NG STORM • .' ",·,r " WATER PIPE. DO 􀀬􀀬􀀭􀁟􀁾􀁟􀀮􀁟􀁾􀁾... 􀁬􀁾􀀠NOT DISTURB. , . :.' ..;. ,' .. 􀁾􀀮􀀠" -----"'1-'-4', ..... 43... ' 5:! I • .< <II <I J <;1 
• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •·, , • • • 1 .. 4' MIN/II-MAY-2004 15:03 G: \39959\Cod\Exhibits\FueIRoute2. dgn NOT TO SCALE SAWCUT 4' BEYOND
PAVEMENT SAWCUT FULL-DEPTHEXISTING JOINT FAILURE AREA AT EXISTING JOINT ,. • • • 4 " ' .. .•i": ." a:<J • <I • ,<I >• • . • • " . FUEL TRUCK,' .. ' ;\. ,. REMOVAL,DELl VERY ROAD;y 􀁾􀀠AREA
,-. r/' .. 􀁾􀁉􀀼􀁉􀀠" ". .. .... ' <I, .. " <II.' 􀀧􀀧􀀧􀀮􀀧􀁾􀀠<I • <3 '_ <I 4 ., 1<1 ' .. ' ...' EJ EJ EJ NOTES I. CONTRACTOR WILL SOD DISTURBED AREA. THE SOD WILL NOT BE A SEPARATE
PAY ITEM. LEGEND 2. REMOVED PAVEMeNT SHALL BE DISPOSED OF BY CONTRACTOR. SUBSIDIARY TO OTHER '--_---'I PAVEMeNT REMOVAL AREAITEMS. ADDISON AIRPORT J. REMOVED PAVEMeNT WILL BE REPLACED
' "'IEXISTING FUEL TRUCK FUEL TRUCK DELIVERY ROAD WITH CONCRETE PAVEMENT AS SHOWN IN I· '.' • ' ,,' , CONCRETE PAVEMENTTYPICAL SECTION IA. REPAIR AREA TYPE 'E' 􀁾􀀠EXSISTING JOINT 􀀱􀀽􀂷􀁉􀁾􀀮􀁩􀀽􀁴�
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ll-MAY-2004 15,02 G:\39959\Cod\Exhibits\FueIRoute3.dgn NOT TO SCALE t TAXIWAY FILLET AREAS SHALL BE 12' (ASPHALT PVMT.) FULL DEPTH SAW CUTIN DEPTH AND DOWELED INTO ADJACENT CONCRETE
REMOVAL AREA. EXISTING EXISTING HMAC CONC. PAVEMENT • 4 • • • • FuiLTRUd ). . DE 􀁌􀁬􀁙􀁅􀁾􀁙􀀠ROAD • • • '--FUI L DEPTH SAW CUT TAXIWAY (ASPHALT PVMT.) NOTES 􀁾􀀠4 • 1 '. oj " 4 4 ...
·1 .4 • • '.4 4 4 • • • • . 4 .4 • • 4 ' .. 4 • • :J I. CONTRACTOR WILL SOD DISTURBED AReA. THE SOD WILL NOT B£ A SEPARATE LEGEND PAY ITEM. 2. REMOVED PAVEMENT SHALL B£ DISPOSED C---IPAVEMENT
REMOVAL AREA OF BY CONTRACTOR. SUBSIDIARY TO OTHER ITEMS. 􀁾􀁅􀁘􀁉􀁓􀁔􀁉􀁎􀁇􀀠FUEL TRUCK ADDISON AIRPORT 3. REMOVED PAVEMENT WILL B£ REPLACED 􀁾CONCRETE PAVEMENT FUEL TRUCK DELIVERY
ROAD WITH CONCRETE PAVEMENT AS SHOWN IN TYPICAL SECTION IA. REPAIR AREA TYPE 'C' t:I􀁾􀀮􀀻􀀻􀁝􀁾􀁾􀁉􀀧􀁕􀀡􀁑􀁉􀁕􀁁􀀠EXISTING JOINT 4 
11-MAY-2004 15:01 G:\39959\CQo\Exhibits\FueIRoute4.dgn NOT TO SCALE 􀁾􀀧􀀠JOINT W/HOT POURED RUBBER JOINT SEALING COMPOUND ITYP) SAWCUT FULL-DEPTH AT EXISTING JOINT􀁉􀁾􀀧􀀠DOWEL BAR
20'JOINT LONG ON IS' CENTERS.SAWCUT 4' BEYOND DR /LL AND EPOXYPROPOSED 10' THICK. 5000 PSI PAINT AND OIL ONEEXISTING JOINT DOWEL BARSREINF CONCRETE PAVEMENT END OF DOWEL. 4'1 ,--y ,
. \4 r --􀁾􀀭􀀭􀀭􀁾􀀠• V.'I"" -I· e r'{1/'-6' MIN􀁾􀀧􀀨􀁾􀀧􀁶􀀲􀀨􀀠􀁯􀁾􀀠j 8' MIN 6' ITYP) LEX/STING 6' PAINT AND OIL ONE 0' DEPTH AND RECOMPACT 8' MIN L ITYP) 6' 4 . 4 < .4 .4 􀁉􀁾􀀧􀀠DOWEL
BAR 20' LONG ON IS' CENTERS. .. SCARIFY CONCRETE PAVEMENT END OF DOWEL. TO 957. STANDARD PROCTOR DENSITY. SUBSIDIARY TO 10' REINFORCED CONCRETE PAY ITEM. ADDISON AIRPORT FUEL TRUCK DELIVERY
ROAD TYPICAL SECTION 1A CONCRETE PAVEMENT REPLACEMENT ADJACENT TO CONCRETE 􀁬􀀽􀁲􀁾••=..􀁾􀁾􀁾􀀱􀀧􀁕􀁎􀁴􀁦􀁗􀀠
_ ________________ ------------l1-MAY-2004 15,00 G,\39959\Cod\Exhibits\FuelRoute5.dgn NOT TO SCALE EXISTING MANHOLE SAWCUT AT EXISTING JOINT 􀁅􀁘􀁉􀁓􀁔􀁉􀁎􀁇􀀠6' CONCRETE PAVEMENT 􀁾􀀠AND
GRATE%' JOINT W/HOT POURED TO BE REMOVEDRUBBER JOINT SEALING SAWCUT AT COMPOUND (TYPJ EXISTING JOINT PROPOSED la' REINF. 􀁉􀁾􀀧􀀠DOWEL BAR 20' LONG ON IS' CENTERS. DRI LL AND EPOXYPAINT
AND OIL ONECONCRETE PAVEMENT DOWEL BARSEND OF DOWEL.+4 BARS 􀁾􀀠18' C-C CENTERED I N SLAB ----------t t. '//'.1.'. \." "t 􀀭􀁾...... .:..... _SL :,-'__'" ,_'_-a-:,. 􀂷􀀮􀁃􀁾􀀴􀁾􀁬􀀧􀁜􀀺􀀢􀀢􀀢􀀻􀀮􀁾􀀠
• 􀁾􀁾􀀠6' MIN +5 DOWEL BARS 12' LONG 8' MIN J 8' MIN 􀁾􀀠6' O.C. .... • IS·6'(TYP) " /EACH SIDE '·r< -.'-' -, '.. 􀀧􀁲􀂷􀁬􀁾􀀠'" (HPJ 􀁉􀁾􀀧􀀠DOWEL BAR 20' r------__ 􀁾􀀠• 2' TYj 1Ilr":.􀁾3'::-􀁾􀁃�
�􀀮􀂥􀀢􀀧􀀡􀁅􀁊􀁟􀀶􀀺􀀢􀀠.f2E,!:ULAfjP_R§.gjJ¥!!1PI. _ '" LONG ON IS' CENTERS. '\ I TO 95X STANDARD PROCTOR DENSITY.I' PAINT AND OIL ONE t \: I: SUBSIDIARY TO 10' REINFORCED I \END OF
DOWEL. \ I 1 I I CONCRETE PAY ITEM. I I \ I 1 I I I I \/1 : I 􀁾􀁅􀁘􀁉􀁓􀁔􀁉􀁎􀁇􀀠MANHOLE \ I 1 1 V TO BE REMOVED \ EXISTING STORM {/",: : : WATER PIPE. -..J/1 I DO NOT DISTURB. \ I
: IL____ _I _____􀁾􀁾􀁟􀁟􀁟􀁾􀁟􀀠_ I I ;;J =1=􀁮􀀮􀁉􀁉􀀬􀁾􀀢􀀱􀀧􀁉􀀧􀁲􀁲􀁾-... """'''''_.. •.-1􀀬􀁾􀀠• \ I I 􀁾􀀠ADDISON AIRPORT FUEL TRUCK DELIVERY ROAD TYPICAL SECTION 1B CONCRETE
PAVEMENT REPLACEMbWT ADJACENT TO MANHOLE 
11-MAY-2004 14: 59 G:'39959'Cad'Exhibits'FueIRaute6,dgn Varies 61 P;p. "., I 􀀨􀁩􀁾I ' I II-I I􀁾􀁾􀁉􀀽􀁉􀀽== I c::::::J,t:::::::l I ---h '---;1: !== ! == I c:::::=I 1 c.=::::J tJ-􀁉􀁾􀀠I
􀀡􀁾􀀠I NOT TO SCALE 3/6" M.S. Anehors 11 " 4-. 5 Bars Ecen Side "4 Bar5 @8" Eocl! Side 11/2" :s 314" 9 3/4 9 3/4'be􀁦􀁩􀀵􀁾􀁾􀁾􀁾􀁾􀁾􀁾􀁾􀁾􀁾􀁾􀀠 tt5 DO\ole[s􀁾􀀠3-;114 Bor$' @6" D:C,
18" Each $10'6 AA t,-'tlS@6"O,C.t._ L<lp , . Min " tTyp) .• ' ", 􀁾􀀺􀀡􀀬􀀠􀁾􀀠I-S" " ,." ": ,• :....... 􀁾􀀭􀀺􀀮􀂷􀀮􀀭􀁾􀁬􀀬􀀾􀀻􀂷􀀬􀀠, , "< 􀀢􀀧􀁬􀁩􀁾􀀠• .,'3"1 Min. Lop CIr.l S" Min.
Clr. Varies 4'-0" Min. f-." Eoci'l 'Way...t I-'"Clr. 2"X4" Key [Typ.)B...-J 􀁫􀁲􀁾􀀠Cos! Iron Grote ond trome Sholl Support 0 Mirllmvm Aircraft Lood of 225 PSI. TYPE "6" GRATE INLET
-SECTION "A-A"PLAN -TYPE "6" GRATE INLET Scale: None Scale: None 4·1*4 Bars 40 112"Each Side 􀁾􀀠1t4 Bor;s; $ B''--,.􀁾􀁲􀀽􀀽􀀠􀁾􀀠11-1r3" -1M 32" 4 @8" Eoch S;d􀀳􀁾􀀱􀁴􀀴􀀠.5 •Bars
;II " Jii5 @10" o.e Horiz @10" ," Eech Way • k tiS Dowels @6" 􀀬􀁾􀀠g " . .J:'. . 􀁾􀀠.. 􀁾􀀠...' • • ' ¥ ,,' 􀁾􀀬􀀮􀀮􀀧􀀠􀁾􀀬􀀠.' 􀀲􀁾􀁾􀁾􀀠􀁾􀀧􀀮􀀠􀁾􀀠􀁾􀀧􀀮􀀧􀀮Min. Lop I 3"" rt5
􀀸􀁯􀁾􀁳􀀠¢o 6" ADDISON AIRPORT Clr. FUEL TRUCK DELIVERY ROAD S" Varies 3'·0" Min, S" GRATE INLET DETAILS TYPE "6" GRATE INLET -SECTION "6-6" 􀁲􀀽􀁔􀁾􀁬􀁉􀀧􀀢􀀠􀀽􀁬􀁾􀁟􀁾􀁊􀁉􀁴􀀮􀁁􀀱􀁴􀁋􀁉􀁕􀀠Scale:
None 
11-MAY-2004 15,04 G: \39959\Cad\ExI11 bi 1's\Fue IRou1·.,I. dQn NOT TO SCALE EXISTING PIPE INLET AND HEADWALL /"" _____ GRADE AflEA " TO DRAIN/PAVEMENT FAI LURE AflEA \ '.4 '.4 4 • "
<1 ' 4 4 •"'/4 4 . " ' .., •.... ,. EXISTING STORM􀀻􀁌􀀻􀁕􀁾􀀯􀁔􀁒􀁕􀁃􀀾􀀺􀀠., ...,.. •. . 1'.::. . . . . ...•.. '..􀁾􀀠'. r WATER PIP£. DO , 4.,' t: ,1􀁾􀀠NOT DISTURB.􀀺􀀢􀀺􀀮􀀮􀁄􀀡􀀮􀁾􀁶􀀡􀀧􀁦􀀡􀀡�
�􀁾􀁅􀁁􀀡􀁬􀀧...: . --.:.-li 􀁾􀀠__...:. ,-􀁾􀀠':, -: .-:-:[E" .-. 􀀭􀀭􀁟􀁾􀀮􀀮􀀬􀀮􀀮􀀮􀀮􀀮􀁾􀁥􀀭􀀬􀁾􀀬􀁟􀀮􀀮􀀮􀀮􀀬􀀮􀀮􀀮􀀮:"4_..􀁾􀀠4 􀀭􀀭􀁾􀀠'7. 􀁾􀀮􀀺􀀮􀀮􀀠,:-"':''''':--􀀮􀀺􀀮􀀮􀀮􀀭􀀮􀀺􀀮􀀮􀀮􀀮􀀮
􀀺􀀮􀀮􀀭􀀱􀂷􀁾􀀮􀀠---: , . , • REMOVI?GRAT£ . Ii:' 4 5: ,,' '" , , • L',',' • C \ .... I, oINLET.:flEBUIkD . ......4 4 4 '.4,Bog:!hfiuCTURE. . . . V) 4 4 4 4 4 CON/IEtT. NEW. PIPE 4
TO' EX I.ST! NG BOX .• < //EJ 􀁾􀀠EJ INSTALL 18' RCP ICLASS 111 )mL-AND GRATE INLET. PER GRATE INLET DeTAILNOTES I. CONTRACTOR WILL SOD DISTURBED AREA. THE SOD WILL NOT B£ A SEPARATE
t PAY ITEM. LEGEND '"2. REMOVED PAVEMENT SHALL BE DISPOSED OF BY CONTRACTOR. CONTRACTOR. SUBSIDIARY TO OTHER 1.-_--'1 PAVEMENT REMOVAL AflEA ADDISON AIRPORTITEMS. 3. REMOVED PAVEMENT
WILL BE flEPLACED FUEL TRUCK DELIVERY ROAD I',;.:, EXISTING FUEL TRUCKWITH CONCRETE PAVEMENT AS SHOWN IN ..... . CONCflETE PAVEMENTTYPICAL SECTION lB. REPAIR AREA TYPE 􀁾􀀧􀀠@EXSISTING
JOINT􀁉􀀽􀁲􀁾i 􀁩􀀽􀁬􀁾􀁾􀁾􀁊􀀾􀁕􀀮􀁴􀁍􀁴􀁕􀀠
• • • • • II-MAY-2004 15:03 G: \39959\Cad\Exhibits,FueIRaute2.dQn NOT TO SCALE 4' MIN SAWCUT 4' BEYOND SAWCUT FULL-DEPTHEXISTING 􀁊􀁏􀁉􀁎􀁔􀁾􀀠􀁾􀁆􀁁􀁉􀁗􀁒􀁅􀀠AREA r AT EXISTING JOINTr?'''''''',.
,'. 􀁾􀀬􀀠.. ",'-'Z; ,'i [ 1129) " , I • • 4 •'. <Q • ',4 ',.(j ,4 ' .' •L'•'.,.• 􀁾􀀠, FUEL TRUCK ,t: . ", ", • " t, • :c " 􀁄􀁅􀁌􀁉􀀺􀁅􀁒􀁙􀁒􀁏􀀺􀀷􀁾􀀠•.. .. . 52... ,. . .' • " ,
• • • .1 . 4· 14 ' -, <J •.. ' .' "",' "1 rv -i.. ..• • .. i riEMOVAL " <1 • ',<J . 4 ' " <1 ' : 1 : ,AREA .. .. 4 -f " ·. . .: ' -j ',<1 " " <1 -• <I • :." . ,! {• • • • .. 1 , : ..
.. • • . ., .", <J • ' ", .. " <11 • .. ',<1 . • • .. • " . .. • 􀁾􀀢􀀠 EJ EJ NOTES I. CONTRACTOR WILL SOD DISTURBED AREA. THE SOD WILL NOT BE A SEPARATE PAY ITEM. LEGEND 2. REMOVED
PAVEMENT SHALL BE DISPOSED OF BY CONTRACTOR. SUBSIDIARY TO OTHER [--IPAVEMENT REMOVAL AREA ITEMS. ADDISON AIRPORT 3. REMOVED PAVEMENT WILL BE REPLACED 1-:'· "1 EXISTING FUEL TRUCK FUEL
TRUCK DELIVERY ROADWITH CONCRETE PAVEMENT AS SHOWN IN .... ',.' CONCRETE PAVEMENT TYPICAL SECTION IA. REPAIR AREA TYPE'S' 􀁾􀀠EXSISTING JOINT 􀁲􀀽􀀭􀁉􀁾􀁬􀁉􀁩􀀽􀁉􀁾􀁾􀁾􀀠
• • • • • • • REMOVAL AREA. '-1-) 11-MAY-2004 15:02 G:\39959\Cad\Exhlbits\FueIRaute3.dgn NOT TO SCALE t TAXIWAY FILLET AREAS SHALL BE 12" (ASPHALT PVMT.) _>11, L DEPTH SAW CUTIN DEPTH
AND DOWELED INTO ADJACENT CONCRETE • ',4 4 4 4 • • 4 " FUE'L TRUCK, '• DELiVERY ROAD 4 4 44 4• 4 • • 44 • .. • • \ i.__ EXISTING EXISTING 􀁈􀁍􀁁􀁃􀁾􀀠CONC. PAVEMENT FULL DEPTH SAW CUT
TAXIWAY (ASPHALT PVMT.) NOTES ! I. CONTRACTOR WILL SOD DISTURBED LEGENDAREA. THE SOD WILL NOT BE A SEPARATE PAY ITEM. 2. REMOVED PAVEMENT SHALL BE DISPOSED 1...-_--11 PAVEMENT REMOVAL
AREA OF BY CONTRACTOR. SUBSIDIARY TO OTHER ITEMS. ..,'EXISTING FUEL TRUCK ADDISON AIRPORT _ '4' 4 .••' _ CONCRETE PAVEMENT3. REMOVED PAVEMENT WILL BE REPLACED FUEL TRUGK DELIVERY ROAD
WITH CONCRETE PAVEMENT AS SHOWN IN TYPICAL SECTION IA. 􀁾RADIUS FILLETS" REPAIR AREA TYPE 'G' 􀁾􀀠EXISTING JOINTI:I􀁾••=f􀁩􀀺􀀺􀁾􀁟􀁾I'l..UfflUI 
I1-MAY-Z004 IS: 01 G:\39959\Cad\Exhlblts\FueIRaute4.dgn NOT TO SCALE %' JOINT W/HOT POURED RUBBER JOINT SEALING COMPOUND ITrP) 1'/4' DOWEL BAR 20'EX ISTING JOINT LONG ON IS' CENTERS.SAWCUT
4' BEYOND PROPOSED 10' THICK. 5000 PSI PAINT AND OIL ONEEXISTING JOINT REINF CONCRETE PAVEMENT END OF DOWEL. ______ 4'1_ 4 '. " , .' '. " .,v.rn;:;O+:= " " " SAWCUT FULL-DEPTH AT EXISTING
JOINT DRI LL AND EPOXY DOWEL BARS 8' MIN l ITrP) 6' 1'/4' DOWEL BAR 20' LONG ON IS' CENTERS. J 6' 8' MIN (TYP) EXISTING 6' PAINT AND OIL ONE SCARIFY 6' DEPTH AND RECOMPACT CONCRETE PAVEMENT
END OF DOWEL. TO 95X STANDARD PROCTOR DENSITY. SUBSIDIARY TO 10' REINFORCED CONCRETE PAY ITEM. ADDISON AIRPORT FUEL TRUCK DELIVERY ROAD TYPICAL SECTION 1A CONCRETE PAVEMENT REPLACEMENT
􀁲􀀺􀁔􀁾􀀭􀁩􀀢􀁩􀀽􀀱􀁾􀁾􀁾􀀠ADJACENT TO CONCRETE 
-----------II-MAY-2004 15,00 G,\39959\CCd\Exhibits\FueIRoute5.dgn NOT TO SCALE EXISTING MANHOLE AND GRATE􀁾􀀧􀀠JOINT W/HOT POURED TO BE REMOVEDSAWCUT AT RUBBER JOINT SEALING SAWCUT ATEXISTING
JOINT COMPOUND (TYP) EXISTING JOINT EXISTING 6' PROPOSED /0' REINF. LONG ON 15' CENTERS. lV.' DOWEL BAR 20' DR I LL AND EPOXYPAINT AND OIL ONECONCRETE CONCRETE PAVEMENT DOWEL BARSEND
OF DOWEL.PAVEMENT C-C -I---------F II 􀁾􀀠It t I --,. 􀁾􀀠, "T ., . _ . . • . _. i ,,""""'" +5 DOWEL BARS 12' LONG I I 􀁾􀁬􀀠:1+::· 􀀺􀀧􀁆􀀧􀁾􀁬􀁩􀀺􀀺􀁖􀀠,.J ';,:;: Ii> 6' O.C. 􀁾􀀠........
'. "J..a=r" ;"". "..-···t"!··· .)...•. =.. .. 􀁾􀀠􀁾􀁾􀀻􀀽􀀽􀁴􀁾􀀬􀁾􀁾􀂷􀂷􀁾􀀽􀂷􀀽􀂷􀂷􀁾􀀻􀁇􀂷􀁽􀁴􀂷􀀽􀂷􀂷􀁾􀂷􀁾􀁲􀁾􀀮􀁾.. 􀁾􀀺􀀮􀀺􀀺􀀽􀀽􀁾􀁾􀀮􀀽􀀮􀁾􀂷􀀺􀂷􀁾􀁲􀂷􀁾􀂷􀂷􀁾􀀽􀀽􀀽􀀽􀁾􀁾􀁾􀁾􀂷􀀽􀀬􀁅􀀽􀁾􀁾
􀁲'ZNJ?􀁍􀀧􀀮􀀮􀁖􀁾􀀠6' MIN EACH SIDE lV.' DOWEL BAR 20' _ _ _ _ _ _ _ . 2' TYP I 􀁬􀀺􀁧􀁾L 􀀲􀁾􀁾􀁴􀁌􀀶􀀢􀀺.QQT.1i_A!!,D_I!£QG!!f'.1CLLONG ON 15' CENTERS. f\ I I i TO 95X STANDARD PROCTOR
DENSITY. /1\PAINT AND OIL ONE /\: I I SUBSIDIARY TO 10' REINFORCED I \\END OF DOWEL. I I I I I CONCRETE PAY ITEM. 1 1 \ I I I I I I \;' I : I 􀁾􀁅􀁘􀁉􀁓􀁔􀁉􀁎􀁇􀀠MANHOLE \1 I I I "'"
TO BE REMOVED \ EXISTING STORM {/: : : \ WATER PIPE..-1/I I I DO NOT DISTURB. \ I : I I 􀁾􀁟􀁟􀁟􀁟􀁟􀀠1 __􀁾􀁾_____________________ J I I ADDISON AIRPORT FUEL TRUCK DELIVERY ROAD TYPICAL
SECTION 1B CONCRETE PAVEMENT REPLACEMENT ADJACENT TO MANHOLE 􀁉􀀽􀁔􀁾􀀮􀀭􀁉􀁉􀁉􀀽􀁉􀁾􀁾􀁾PLANUW 
Il-MAY-2004 14:59 G,\39959\Cod\Exhibits\FueIRouteG.dgn Pipe Dm, NOT TO SCALE-I91..., I 3J8" M,S, M.h."... , '" '-------l?O '-1 <HI 5 􀁾􀁏􀁦􀁓􀀠􀁅􀁑􀁃􀁾􀀠Side:: 􀀲􀁾􀀺􀀧􀀠__-----<0 I
I 'I .4 Bars @8 Eoc11 􀁓􀁩􀁣􀀡􀁥􀁜􀁾􀀠\\ 112" \"33/4" I : I N \ \ 9 􀀳􀀯􀀴􀀢􀁾􀀬􀀹􀀠3/4' -->I I 􀁾􀀠, . .' -􀁾􀀠. . .-115 Dowels ........ '"-',0 􀀳􀁾􀁵􀀴􀀠Bars ' •. '" @6'" C.C. I =1c::=J
I :.1 !.= 16" Eoeh Side A I 􀁾􀁉􀁾􀀠I A " 􀁩􀁾􀀠􀁾􀁾􀁾􀀠"0' ... I 􀁾􀁾􀀠I ...t ' I 'T"" P--"L c:::::::J c::=J I, 2" CI ,L' • ___ • f..:.. . 115 @6 O.C.---r -, c::::::::5 r-+ _ _ (II
Jr:-r._' .' '. Eocf1 'WoyI I c::::d t::::::I I 􀁾􀀠" , I 􀁾􀁉􀁾􀀠I 􀁾􀀮􀁉􀀠c",' ) ; '" I 􀁾􀀱􀁣􀀺􀀺􀀺􀀺􀀺􀁊􀀠I .1 Invert I.;. 􀁾􀀮􀁉􀀭Clr. /I .'\􀁾(7yO"-;.0 . 'I ;" ,S [:-' •• '•••••
::'; " .,;.,B 􀁾􀀠J!: • ," • '" • " '.: •. ' .:""--2"X4" Key 3" I ITyp.) 12" Min. Lop Cw,! Cost 11"00 Grote cod frome Shol! -t--6'" Mirt. Cir. -f---.LSupport 0Min1mum Alrer-on Load 8"
V.",s 4'-0" 􀁾􀀠8"of 225 PSI. I ,.,;0. PLAN -TYPE "6" GRATE INLET TYPE "a" GRATE INLET -SECTION "A-A" Sc:ole; None SCole; NonE! 4-1:14 Bars-Eoch Side 40 V2" .. Ow. He, 􀁾􀀠I-II-f 􀀧􀁾􀁉􀁉􀀭􀁬􀁬􀁉􀁬􀀢
􀁬􀀠).., ,j'" 5> 􀁾􀀠ra li'I • #4 @6" Eoch Side -'j-tl4 Bars J ..,.-lIS Horh: $ 10" "I 31" I ;:; 'v;,,, . !':"-'J>-.'115 @10" O.C. N 􀀬􀀬􀁾􀀠.' 􀀧􀁾􀀬􀀠Ecch Way • ' -115 Dowels ()l 6"
􀀮􀁾􀀮􀀠," .' I I 'i: 􀀮􀁾􀀠", I I 􀁾􀀠􀀮􀁾􀀮􀀠, . II .• : I I .:-; 􀁾􀀠II .. . '. '... ... . .' ..,. k 􀀬􀁾􀀠. ..,;/<: ," <'.f " , ••.•' " ," .... 􀁾􀀫.. '.' .;J .. ..'.' ". ,'." ".
􀁾􀀠r 115 Bar'!; (01:1 5" 3I 2'" M;"Lap I 1" ADDISON AIRPORT-Jek-, ... 􀁶􀁾•• "'0" M;" 8" FUEL TRUCK DELIVERY ROAD .!T;;y;;;p:,;E;;;;;-;"!:!a_"􀀮􀀺􀁇􀁾􀁒􀁾􀁁􀁾􀁔􀀡􀀮􀀡􀀺􀁅􀀺􀀮􀀮􀀮􀀡􀁉􀁎􀁬􀁃􀀡􀀺􀀡􀁅􀀽
􀀭􀁔􀁌􀀮􀀺􀀭􀀽􀀭􀀽􀁓􀀺􀀡􀀺􀀺􀁅􀁾􀁃􀁾􀁔􀁾􀁉􀁏􀁾􀁎􀁌􀀧􀀮􀀡􀀺􀀧􀁡􀀡􀀮􀀺􀀭􀀺􀁥􀁡􀀺􀀮􀀮􀀮􀀢􀀠 GRATE INLET DETAILS 􀀱􀀺􀁉􀁾􀁩􀁩􀀽􀁪􀁾􀁲􀀭􀀬􀀮􀀮􀁾􀁾􀀠Scale: None 
II-MAY-2004 15:04 G: \39959\Cad\Exhibits\FueIRoutel.dgn NOT TO SCALE EXISTING PIPE INLET AND HEADWALL /"-___ GRADE AREA/'" TO DRAINPAVEMENT FA! LURE AREA " -," . " . ,. ',4,./.' " 􀀧􀁾􀀧􀀬􀀠.
4'4 . ." ..,." t:, "",• EXISTING STORM, 1 -,., ,􀀻􀁌􀀧􀁆􀁕􀁾􀀯􀁲􀁒􀁕􀁃􀀾􀀠" , '« ,.' 􀀧􀀬􀁾􀀠','r WATER PIPE. DO • 4,.' t: 􀀮􀁬􀁾􀀠NOT DISTURB.􀁾.:,Df. 􀁾􀁾􂂬􀀡􀀡􀁾􀁾􀀺􀀺􀁴􀁾􀀮􀀬􀀧􀁾􀀠􀀬􀀭􀀭􀀺􀀭􀀻􀀧�
�􀀭􀀭􀀻􀀭􀀭􀀬􀀭􀁾􀀬􀀠. 4· _ , ,. , 􀀭􀀭􀀭􀀷􀁗􀀧􀀭􀁾􀁾􀀭􀁾􀀭􀀭• <3 􀁾􀀠iE"", .•,::"j " • e'. -"-...,.. :.....,... "'-,.. ------"'1-'-IiEW/v"FGRATi" -----􀀬􀁾􀀭-<1' ":i, .. " <1􀁾􀀮􀁾􀁾􀀠4;.,
,... ", .\ :'" .' • §I .INLET. REBUILD " s,< ,4• 4 EJ , BOX STRUCTURE. ' ,1V\ 4 4 4PONNE,CT NEW PIPE • ' 4 TO E)(f STING ,BQX .4 "" //EJ IIIUI 􀁾INSTALL 18' RCP (CLASS III) 􀁾􀀠AND GRATE
INLET, PER GRATE INLET DETAILNOTES I. CONTRACTOR WILL SOD DISTURBED AREA. THE SOD WILL NOT BE A SEPARATE f PAY ITEM. LEGEND "2. REMOVED PAVEMENT SHALL BE DISPOSED OF BY CONTRACTOR. SUBSIDIARY
TO OTHER I IPAVEMENT REMOVAL AREA ADDISON AIRPORTITEMS. J. REMOVED PAVEMENT WILL BE REPLACED FUEL TRUCK DELIVERY ROAD I; ::'1EX I ST I NG FUEL TRUCKWITH CONCRETE PAVEMENT AS SHOWN IN
,.4. CONCRETE PAVEMENTTYPICAL SECTION lB. REPAIR AREA TYPE 'A' @EXSISTING JOINT􀀱􀀭􀀽􀁉􀀧􀁾􀁉􀁩􀁉􀀽􀁊􀁾􀁾􀁾􀀠
• • • • • • • • • • • • • • II-MAY-2004 15:03 G: \39959\Cod\Exhibits\FuelRoute2.dgn NOT TO SCALE SAWCUT 4' BEYOND " . " < <I r 1 .. 4' MIN; <1 .! PAVEMENT SAWCUT FULL-DEPTHEXISTING JOINT
FAILURE AREA AT EXISTING JOINT " .',4 • 4 ' " ' • • < • 0(1", ...<'1 4 • '"'. 14 " < <• ,Io, -.... ':. <'J '.': : 􀁾􀀠',1<1'· " <i'.., , d' . -,'j4, FUEL' ,TRUCK' _,..;. 4' < ,< < •
.'. " '. , '. ;. , :I: t· , REMOVAL.j, DELIVERYllOADYj 􀁾􀀬􀀧􀀠" < ,4 ,4 < , AREA-j , <1 ... -􀁾... _ • .' • <1 "j • " < ' <-􀁾􀀠"",< " < '. . . . " .!: ' <1 < 4 4• < • "• • .' .I·'
. EJ EJ EJ NOTES I. CONTRACTOR WILL SOD DISTURBED AREA. THE SOD WILL NOT BE A SEPARATE PAY ITEM. 2. REMOVED PAVEMENT SHALL BE DISPOSED OF BY CONTRACTOR. SUBSIDIARY TO OTHER ITEMS. J.
REMOVED PAVEMENT WILL BE REPLACED WITH CONCRETE PAVEMENT AS SHOWN IN TYPICAL SECTION IA. I 􀀽􀁔􀁾􀀮􀁪􀁪􀀽􀁉􀁾__􀁾􀁾􀀠LEGEND 􀀧􀀭􀀭􀁟􀁾􀀭􀀭􀀧􀀠PAVEMENT REMOVAL AREA 1 -•.;-,1 EXISTING
FUEL TRUCK , '.' '-, CONCRETE PAVEMENT 􀁾􀀠EXSISTING JOINT ADDISON AIRPORT FUEL TRUCK DELIVERY ROAD REPAIR AREA TYPE 'B' 
• • • l1-MAY-2004 15.02 G:\39959\Ccd\Exh;b;ts\FueIRoute3.dgn REMovAL AREA 'JNOT TO SCALE t TAXIWAY FILLET AREAS SHALL 8E 12' (ASPHALT PVMr.) FULL DEPTH SAW CUTIN DEPTH AND DOWELED INTO
ADJACENT CONCRETE ", <:I ". <:I ., 4 .. .• .< "• • • a 4 . • FuiLTRUCK .DELJ VERY RQAD • • . 4 ' . I.4 " < a a a.f· . • • • . • < \ /u.__ EXISTING EXISTIN@􀁈􀁍􀁁􀁃􀁾􀀠CONC. PAVEMENT
FULL DEPTH SAW CUT TAXIWAY (ASPHALT PVMr.) NOTES ! I. CONTRACTOR WILL SOD DISTURBED LEGENDAREA. THE SOD WILL NOT 8E A SEPARATE PAY ITEM. 2. REMOVED PAVEMENT SHALL 8E DISPOSED REMOVAL
AREA'--_---'I PAVEMENT OF BY CONTRACTOR. SUBSIDIARY TO OTHER ITEMS. 􀁾􀁅􀁘􀁉􀁓􀁔􀁉􀁎􀁇􀀠FUEL TRUCK ADDISON AIRPORT 3. REMOVED PAVEMENT WILL BE REPLACED 􀁾CONCRETE PAVEMENT FUEL TRUCK
DELIVERY ROAD WITH CONCRETE PAVEMENT AS SHOWN IN TYPICAL SECTION IA. REPAIR AREA TYPE 'C' I =􀁉􀁾..• 􀁪􀁾􀀻􀁝􀁾􀁾􀁾􀁾􀀠EXISTING JOINT 
11-MAY-2004 15:01 G:\39959\Cad\Exhibits\FueIRoute4. dgn NOT TO SCALE %' JOINT W/HOT POURED RUBBER JOINT SEALING COMPOUND (HPJ SAWCUT FULL-DEPTH AT EXISTING JOINTlV.' DOWEL BAR ZO'EX
I STI NG JOINT LONG ON IS' CENTERS. DRILL AND EPOXYPROPOSED 10' THICK. 5000 PSI PAINT AND OIL ONE DOWEL BARSREINF CONCR£TE PAVEMENT END OF DOWEL. .. . .. ' .. ..-. < ' .<• 8' MIN L J
8' MINlV.' DOWEL BAR ZO'(HPJ 6' 6' (HPJLONG ON IS' CENTERS. EXISTING 0' PAINT AND OIL ONE SCARIFY 0' DEPTH AND RECOMPACT CONCR£TE PAVEMENT END OF DOWEL. TO 957. STANDARD PROCTOR DENSITY.
SUBSIDIARY TO 10' REINFORCED CONCRETE PAY ITEM. ADDISON AIRPORT FUEL TRUCK DELIVERY ROAD TYPICAL SECTION 1A CONCRETE PAVEMENT REPLACEMENT ADJACENT TO CONCRETE 1::1 􀁾i II 􀀺􀀺􀀧􀁉􀁾􀁾􀁾􀁾􀀠
II-MAY-2004 15: 00 G:\39959\Cod\Exhibits\FueIRauteS. dgn NOT TO SCALE EXISTING MANHOLE AND GRATE%' JOINT W/HOT POURED TO BE REMOVEDSAWCUT AT RUBBER JOINT SEALING SAWCUT ATEXISTING JOINT
COMPOUND (HPJ EXISTING JOINT 10' REINF. LONG ON 15' CENTERS. Iv..' DOWEL BAR 20' PROPOSED CONCRETE DRILL AND EPOXYPAVEMENT PAINT AND OIL ONE DOWEL BARS􀁾􀀢􀀢􀁮􀀢􀀠" END OF DOWEL •• 4
BARS 0 18' C-C CENTERED I N SLAB -􀀮􀁾􀁾􀀠􀁾􀀠T .. ,r .. _. . . 􀁮􀀺􀁾􀀬􀀠.5 DOWEL BARS 12' LONG 8' MIN L J 8' MINo 6' O.C. • 6' 􀁾􀀺􀁾􀀽􀀷􀁩􀁾􀀭􀁾􀀭􀀻􀀭􀀽􀁴􀁲􀁾􀀬􀀻􀀬􀀮􀁅􀀬􀀽􀁾􀁟􀁴􀁾􀀻􀀽􀂷􀀺􀀽􀂷􀀮􀀬
􀁾􀀻􀁴􀀯􀁬􀀽􀀬􀁾􀀮􀁾􀀺􀂷􀁾􀀧􀀠􀁾􀀠 •.􀁾􀀬􀀽􀀮􀁾􀀺􀀮􀁾􀀮􀁾􀀽􀀬􀁾􀀺􀀮􀁾􀁴􀀽􀀮􀁾􀀮􀀻􀀢􀀻􀀧􀁾􀁊􀁾􀀮􀀽􀀧􀀽􀀺􀀽􀀧􀀬􀁾􀀬􀀽􀀽􀀬􀁾􀀻􀁾􀀩􀁾􀀮􀀽􀀢􀀬􀁾􀀮􀁾􀂷􀀽􀀮􀂷􀀱􀁦􀀺􀁾􀀽􀁴" 6' MIN (HPJ 6' EACH
SIDE lit ·ri i -i-r11«> /(TYP)I' , <l. .,. • " I.. ;:::• lv..' DOWEL BAR 2.0' 1 <J) 􀁾􀀠'-SCARIFY 6' DEPTH AND RECOMPACT 􀁾􀀠LONG ON IS' CENTERS. ,,-------1 r ---TO' 95X SrANDMD PRocTOR
(:J£NsiTY--: /'1\PAINT AND OIL ONE I \ I : SUBSIDIARY TO 10' REINFORCED I \I \ IEND END OF DOWEL. I CONCRETE PAY ITEM, 1 JI II I \ I\ I I \/I I /"""EXISTING MANHOLE \1 I I 􀁾􀀠TO BE
REMOVED \ I \ EXISTING STORM r 􀁾􀀠: I I 1 WATER PIPE..-V 1 1 1 J DO NOT DISTURB. \ I\... _______ 1 􀁾􀀠___ ____ I 􀁾􀁾􀀠I _____________________ J I 􀁾􀀠I ADDISON AIRPORT FUEL TRUCK
DELIVERY ROAD TYPICAL SECTION lB CONCRETE PAVEMENT REPLACEMENT ADJACENT TO MANHOLE 􀁲􀀽􀁬􀁾􀀮􀁩􀁩􀁩􀁉􀀽􀁉􀀭􀀺􀀮􀁾􀁾􀁾􀁾􀁾􀀠
II-MAY-2004 14: 59 G: \39959\Cad\Exh;b;t6\FueIRoute6. dgn VoriS$ 81 ;0;,. I 􀁾􀀠I 1 1 #4 3/8" M.S. An.::hors 4 􀁾􀁉􀁉􀀠5 Bars £och Side Bor, @8" Each Slde :3 3/4" NOT TO SCALE A t.-_
1 I' 􀀭􀀱􀀱􀁾􀁚􀁾􀀺􀀧􀀺􀀢􀀺􀀧􀀠..=1' i== I 􀁾􀁪􀁴􀀺􀀽􀀺􀀺􀀺􀀺􀁬􀀠I =1::::: ' ----I􀁣􀀺􀀺􀀺􀀺􀀺􀀻􀁬􀁾I '------! c::::::::J A j 3-tl4 Bors -#5 Oo,wels$ 5" e.c. Each Side 􀀭􀀩􀁾􀀡􀀭􀀭􀀭115
@S" O.C. 􀀮􀁾􀀠􀁾􀀠£och Way 1 􀀽􀀧􀁉􀁾􀀠I􀁉􀁾􀁾􀁉􀀠I 'c::=::='_ J <T , .;it}, 8..,.J 􀁉􀁉􀀻􀁦􀁾􀁾􀁾... ' .•.'A··: ' .•;;;;;< . J" I 2"X4"K. fryp.) Y Cost koo Grote ond F'rome Sholl I􀁓􀁵􀁰􀁰􀁯􀁾􀁴􀀠¢
Minimum Aircraft Load 8" c-f 225 PSI. PLAN -TYPE "8" GRATE INLET TYPE "B" GRATE INLET -SECTION "A-A" Scale; None Seole: None 4-#4 Bars £ad\ Side 40 112" 􀁊􀀵􀁾􀀠-#4 Bews @au","\ t IHrJ"':"Ir-::,,,,l
􀁾􀀬􀀧􀁉􀀢􀀠 0i' aI'i1 􀁾􀀠#4@8"EachSide.;.. 1-,,:3􀁾􀁾􀀴􀀠Born 􀁾• I .",-115 Horil @10" 1'1 32" I· 'VU I ,,, tl5 @10" C,C. N "tc:ir: Each Way 115 Dowels (i) 6" .." ;, > 􀁾􀀠." ",' .-'
" ",.' " " ',' ,.' <0.:" " • _.' .. 􀁾􀀠􀁟􀀧􀀢􀀧􀀭􀀭􀁾_____"-. ." 115 115 Sors @6" ADDISON AIRPORT24" "m.l"" I C •• 3"-J FUEL TRUCK DELIVERY ROAD Varies 􀀳􀀧􀁾􀁏􀀢􀀠1-1'0. , 8" GRATE
INLET DETAILSTYPE "8" GRATE INLET -SECTION "B-B" Scale: None 􀁾••􀀽􀁉􀁾􀁾􀀭􀀭􀁾􀁾􀀠
􀀭􀀮􀀭􀀭􀀭􀀭􀀭􀀭􀀮􀁾􀁾􀀮􀀭􀀮􀀧􀀢􀀭􀁾􀀭􀁾􀀠􀁾􀀠..􀁾􀁾􀀭􀁾􀀭.. ,. "____ 􀁶􀁾􀀬􀀠3 __ 􀀨􀁪􀁾􀁉􀁊􀁏􀁃􀀠 I I 
SECTIONAB ADVERTISEMENT FOR BIDS 1. Sealed bids addressed to the Town of Addison, Texas, for the Construction of Paving Repair and Storm Sewer Modification for the Fuel Truck Roadway
at the Addison Airport, for the Town of Addison, Texas, hereinafter called "Town", in accordance with the plans, specifications and contract documents prepared by HNTB Corporation, will
be received at the office of Ms. Minok Sub, Purchasing Coordinator, Finance Building, 5350 Belt Line Road, Addison, Texas until ttoo. flfn p.m. on F'iida:h the,.M"l'"day of June, 2004.
Bids received by the appointed time will be opened and read aloud. Any bids received after closing time will be returned unopened. 2. The 􀁣􀁾􀁬􀁩􀁤􀁥􀁾􀁴􀁹􀁾􀁳􀀠bid on the outside ofthe
envelope by writing the words -PAVING REpAIR AND STORM SEWER MODIFICATION FOR THE FUEL TRUCK ROADWAY. 3. Bids shall be accompanied by a cashier's check or certified check upon a national
or state bank in an amount not less than five percent (5%) of the total maximum bid price payable without recourse to the Town of Addison, or a bid bond in the same amount from a surety
company licensed by the State of Texas to act as a Surety, or a Binder of Insurance executed by a surety company licensed by the State of Texas to act as a surety or itsauthorized agent as a guarantee that the bidder will enter into a contract and execute a Performance Bond within ten (l0) business days after notice of award of contract to him. 4. Plans,
specifications and bidding documents may be secured beginning at 9:00 a.m. on Monday, the 31st day ofMay, 2004 from Ms. Minok Suh, Purchasing Coordinator; Finance Building, 5350 Belt
Line Road, Addison, Texas. All bidding documents will be provided to the contractor in PDF format. s. The right is reserved by the Mayor and the Town Council as the interest of the Town
may require to reject any or all bids and to waive any informality in bids received. 6. The Bidder (Proposer) must supply all the information required by the Proposal Form. 7. A Performance
Bond, Labor and Material Payment Bond, and Maintenance Bond will be required by the Owner; each Bond shall be in the amount of 100% of the total contract amount. Bonds shall be issued
by a surety company licensed by the State of Texas to act as a Surety. The performance and payment bonds shall name the Town of Addison as obligee (or such other entities as may be designated
at the time a contract is executed). 8. For information on bidding or to secure bid documents, call Ms. Minok Sub, (972) 450-7091. For information on the work to be performed, call Jim
Pieree, P.E., Assistant Public Works Director, (972) 450-2879 or Mike Hutchison, P.E., HNTB Corporation, (972) 661-5626. 9. This project consists of providing Pavement Repair and Storm
Sewer Modification as shown on the plans and in accordance with these specifications. 10. A Mandatory Site Visit will be held at 2:00 p.m. on Thursday, the 3rd day ofJune, 2004 beginning
at the Addison Service Center, 16801 Westgrove Drive, Addison, Texas 75001, 972450-2871. All bidders are are required to attend. Lack ofattendance will be considered non-responsive and
a bid will not be accepted from anyone not attending. AB-l 
, I ; I 
invent HP Laser Jet 3200se HP LASERJET 3200 MAY-10-2004 2:07PM Fax Call Report Job Date Time Type Identification Duration Pages Result 653 5/10/2004 2:05:57PM Send 99726615614 0:59 2
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--------19-APR-2004 10,43 G, \37365\Cad\Exhibits\FueIRaute4. dgn NOT TO SCALE %' JOINT W/HOT POURED RUBBER JOINT SEALING COMPOUND (TYP) 24' LUBRICATED DOWELPROPOSED la' THICK. 5000 PSI
REINF CONCRETE PAVEMENTSAWCUT 4' BEYOND SAWCUT FULL-DEPTH EXISTING JOINT EXISTING JOINT AT EXISTING JOINT • .. .. .. .. .. • • .. .. : .. 􀀧􀀮􀁾􀀠.-" • • ': <l ". ' • • • • •". • ."
• ' ."• ' '" • +4 BARS @18' C-C 8' MIN SCARIFY 6' 􀁄􀁅􀁾􀁔􀀠AND RECOMPACT24' LUBRICATED(TYP) TO 957. STANDAR PROCTOR DENSITY.DOWEL SUBSIDIARY TO 10" REINFORCEDEXISTING 6' CONCRETE PAY
ITEM.CONCRETE PAVEMENT 􀁌􀁥􀁰􀀭􀁾􀀣􀁤􀀮􀀭􀁾􀀠􀀻􀁁􀁾􀁹􀀧􀁜􀁣􀁊􀁾􀀠􀁃􀁌􀁾􀀠􀁾􀀠lZe'" OG\f" ? • 􀀭􀁾􀀿􀁾􀀠􀁾􀀭􀁾􀁉􀁾􀀠􀁾􀀠􀁾􀁾􀀠􀁾􀀢ADDISON AIRPORTQ17..􀁌􀀺􀁾􀁾􀀱􀀠FUEL TRUCK DELIVERY ROADk
tf50 TYPICAL SECTION0-.... --,-.,. CONCRETE PAVEMENT REPLACEMENT '_:'4E3 􀁾JIM. ftUC-e ( IDA-1--811 • _ I ..-.. 11l1li =t 􀁾􀁾..􀀽􀁾I'LANNBIlI ADJACENT TO CONCRETE 
07-MAY-2004 13: 03 G,\39959\Cod\Exhibits\FuelRoureS. dgn NOT TO SCALE EXISTING MANHOLE AND GRATE%' JOINT W/HOT POURED TO BE REMOVEDSAWCUT AT RUBBER JOINT SEALING SAWCUT ATEXISTING JOINT
COMPOUND (HPJ EXISTING JOINT􀁉􀁾􀀧􀀠DOWEL BAR 20' LONG ON 15' CENTERS. I : I ] TO 95X STANDARD PROCTOR DENSITY.PAINT AND OIL ONE I I I I SUBSIDIARY TO 10' REINFORCEDEND OF DOWEL. CONCRETE
PAY ITEM."" . r ' II II ' '4..l I:II I I I I􀁉􀁦􀀢􀁾􀀧􀀠J''''/iii􀁲􀀻􀀺􀀧􀁾􀀧􀀺􀀻􀁾􀀺􀀺􀁾􀁯􀀢􀁾􀀠􀁾􀀠􀁅􀁘􀁉􀁓􀁔􀁉􀁎􀁇􀀠6' CONCRETE PAVEMENT ----------􀁾-..:: ";:........::;r,, """"T'C""\......"..--B'
MIN (HPJ 6' 􀁉􀁾􀀧􀀠DOWEL BAR 20' PROPOSED 10' REINF. CONCRETE PAVEMENT +4 BARS 0 IB' C-C CENTERED I N SLAB "_<I..;,. -'--.:....s. 􀁾􀀢􀁟􀀠. "iL.:-..:. _ "_<1-:,. LONG ON 15' CENTERS.
I I I I I I II 'I I PAINT AND OIL ONE END OF DOWEL. '. <! • <I DRI LL AND EPOXY DOWEL BARS 8' MIN 6 ITYP J SCARIFY 6' DEPTH AND RECOMPACT .)..;,0 11". •ur-􀁾􀀬􀀠' ,",' , .......-0--'f"
􀁲􀂷􀀬􀁊􀀼􀁩􀂷􀁾􀀠"------::􀁾􀀢􀁾if cP" . --------􀀭􀀭􀁾􀀺􀀠ADDISON AIRPORT FUEL TRUCK DELIVERY ROAD TYPICAL SECTION 1R CONCRETE PAVEMENT REPLACEMENT ADJACENT TO MANHOLE 􀁉􀀽􀁉􀁾••􀀺􀀺􀀺􀁉􀁾__􀁾􀁾􀀠
Jim Pierce From: Mark Acevedo Sent: Monday, February 23, 2004 6:03 PM To: Jim Pierce; 'Lisa Pyles' Subject: RE: RAMP program Yes please. The letter went out today. As soon as we hear
back from TxDoT you can have them proceed. Thanks! Mark Acevedo --Original Message--From: Jim Pierce Sent: Monday, February 23, 2004 6:00 PM To: 'Usa Pyles'; Mark Acevedo Subject: RE:
RAMP program I have given HNTB a notice to proceed. Should I stop them? Jim Pierce, P.E. Assistant Public Works Director P.O. Box 9010 Addison, TX 76001-9010 972-450-2879 -----Origlnal
Message--From: Usa Pyles [mailto:lisa.pyles@wgint.com) Sent: Monday, February 23, 2004 9:22 AM To: Jim Pierce; Mark Acevedo Subject: RAMP program Jim and Mark: I called Megan Caffell
at TxDOT re whether we could move ahead with engineering on the access road prior to the approval of the RAMP projects. We cannot. Mark: You should have a letter/memo from me requesting
the projects to be included in the program. As soon as that is submitted to TxDOT and they approve them, we can get started. Let me know if you need that letter again. Thanks Lisa A.
Pyles Addison Airport 972 3924855 Fax 972 788 9334 212312004 
---􀀮􀀭􀀭􀀭􀀭􀀭􀁾􀀭􀀭􀀭􀀭􀀮􀀭􀀮􀁾􀀭􀀭􀀮􀀠'-.' ---_.._-.---_.._------􀀭􀀭􀀭􀀭􀀭􀁾􀀭􀀭􀂭-_····--111 --􀁾􀀭􀀮􀀭􀀮􀁾􀂭􀀭􀀭􀀭􀁾􀀠-􀀭􀀭􀀭􀀭􀁾􀀭􀀭􀀭􀀭􀀭􀁾􀂭􀀭􀀮􀁾􀁾􀀭􀀮􀀢􀂭...􀀭􀀭􀀭􀀭􀀬􀁾􀁾􀀭􀁾􀀭􀀭􀀭􀀭􀁾􀁾�
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________________________ _ __􀁩􀁩􀁩􀁩􀀡􀁩􀀡􀁾􀁾􀁟􀂮􀀠Public Works I Engineering 16801 Weslgrove • P.O. Box 9010 Addison, Texas 75001-9010 DATE 2.-/2-0+ I JOB NO ATTENTION . RE ()d ch
/;"A 􀂣􀁴􀁾!::AJ I Telephone: (972) 450·2871 • Fax: (972) 450-2837 /.../U. AL 􀁾􀀠: i ! GENTLEMAN: WE ARE SENDING YOU 􀁾􀁴􀁴􀁡􀁣􀁨􀁥􀁤􀀠o Under separate cover via ______the following
items: o Shop Drawings o Copy of letter o Prints o Change order o Plans 0 Samples 0 Specifications 0 _________________________ COPIES DATE NO. DESCRIPTION 7 a 4A. p t?.MvJ"", -.I'-LA
ftd HA/TN 􀁾􀁨􀁮􀀠M ..... 􀁾􀀠􀁾􀁾􀀮􀁁• 1ftI.".JI "1-<y" A /7 _. £J. 􀁾􀀠􀁪􀀩􀀱􀁊􀀢􀀱􀁾􀀯􀁌􀀠.-" II 􀁾􀀠􀀻􀁴􀀺􀀺􀀮􀁰􀁌􀁊􀁾􀀠}t)--r-£e. 􀁾􀁾􀁫;E!acl f : ! : THESE ARE TRANSMITTED 88 checked
below: o For approval 0 Approved as submitted o Resubmit ____copies for approval 􀁾􀁯􀁲your use 0 Approved as noted o Submit copies for distribution o As requested 0 Returned for corrections
o Return corrected prints o For review and comment 0 o FOR BIDS DUE _______________ 19,___ o PRINTS RETURNED AFTER LOAN TO US REMARKS _______________________________________________________________
COPYTO __________________________________ SIGNED: 􀁾􀁾􀀠If enolosures are not as noted, please 􀁮􀁯􀁾􀀠
DATE I JOB NO.1-/J.. -ocr-ATTENT/ON􀁾􀁾􀁾.. Public Works I Engineering REi: R(r YJ t:!l rI-;:;,e /r;:..V r i-.f16801 Westgrove. P.O. Box 9010 A/CX7rfAddison, Texas 75001·9010 􀁾􀀠Telephone:
(972) 450·2871 • fax; (972) 450-2837 GENTLEMAN: WE ARE SENDING YOU ;(Attached o Under separate cover via _____the following items: o Shop Drawings o Copy of letter 0 Prints 0 Change
order o Plans 0 Samples 0 Specifications 0 ________________________ COPIES 7 DATE NO. A DESCRIPTION /l'dA " Ii A'1.. .;-i.'l 1:1//:7. 􀁦􀁦􀀮􀁮􀁾􀁁􀀠4AA m..L. TI 7 f/.Wi 7J A A'. }{.:Ii.
h A 􀁾L4?t..tt r k/;.da?:u, !J 7 t:? I ,'" -hr h.,/􀀭􀁾Pcn::.aJ.n 􀁾􀀮􀀠I r1 THESE ARE TRANSMITTED as checked below: WM<h &r&:Bu 􀁉􀀽􀁾􀀠o For approval 0 Approved as submitted o Resubmit
____ copies for approval jl(For your use 0 Approved as noted o Submit ______ copies for distribution o As requested C Retumed for corrections o 􀁒􀁥􀁴􀁵􀁲􀁾􀀠____corrected prints o For
review and comment 0 ________________________ o FOR BIDS DUE 19 0 PRINTS RETURNED AFTER LOAN LOAN TO US _..... 􀁾􀀠 v COPY TO 􀀭􀀭􀁴􀀮􀁢􀀮􀀺􀀮􀁌􀀱􀁴􀁴􀁵􀁉􀀿􀀮􀀺􀀺􀀽􀀡􀁾􀀮􀀡􀀡􀀺􀀮􀀮􀁾􀀬􀀺􀀺􀀺􀀺􀀺􀀽􀀺�
�􀀺􀀺􀀺􀁾􀀽􀁟􀁟􀀭____ /..Ik 􀁾􀀠SIGNED: 􀁃􀁢􀁾􀀠If enclosures are not as noted, please 􀁮􀁯􀁴􀁾􀀺􀀠
AGREEMENT FOR PROFESSIONAl SERVICES THIS AGREEMENT is entered into between the Town of Addison (Owner) and HNTB Corporation (HNTB). based upon Owner's intention to prepare a set of drawings
and details with respect to Pavement Repairs for the Fuel Truck Roadway at the Addison Airport (the Project) and Owner's requirement for certain professional engineering services in
connection with the Project (the Services) which HNTB is prepared to provide. 1. HNTB shall provide the Services described in Attachment A. "Scope of Services". 2. Owner shall pay HNTB
the lump sum amount of $4,793 in accordance with Attachment B, "Compensation". 3. The same degree of care, skill, and diligence shall be exerciSed in the performance of the Services
as is ordinarily possessed and exercised by a member of the same profession, currently practicing, under similar circumstances. No other wanrenty. express or implied, is included in
this Agreement or in any drawing, specification, report, opinion, or other instrument of service, in any form or media, produced in connection with the Services. 4. HNTB shall not be
liable to Owner for any consequential damages resulting in any way from the performance of the Services. To the fullest extent permitted by law, HNTB's liability under this Agreement
shall not exceed HNTB's total compensation actually received under this Agreement. 5. HNTB and Owner waive all rights against each other for damages covered by property insurance during
and after the completion of the Services. 6. Not withstanding anything to the contrary in any Attachments hereto, HNTB has no responsibility for the failure of any consultant. contractor,
subcontractor, vendor, or other Project participant, not under contract to HNTB. to fUlfill contractual responsibilitles to Owner or to comply with federal, state, or local laws, regulations,
and codes. 7. HNTB does not guarantee that proposals, bids, or actual Project costs will not vary from HNTB's cost estimates or that actual schedules will not vary from HNTB's projected
schedules. 8. This Agreement may be terminated upon written notice at Owner's convenience or by either party in the event of substantial failure by the other party to perform in accordance
with the terms of this Agreement. HNTB shall . terminate performance of Services on a schedule acceptable to Owner, and Owner shall pay HNTB for all Services performed and reasonable
termination expenses. Paragraphs 4 and 5 shall survive any termination or completion of this Agreement. 9. All documents prepared by HNTB pursuant to this Agreement are instruments of
service in respect to the Project. Any use except for the specific purpose intended by this Agreement will be at the user's sole risk and without liability or legal exposure to HNTB.
HNTB shall retain its ownership in its data bases, computer software, and other proprietary property. Intellectual property developed, utilized, or modified in the performance of the
Services shall remain the property of HNTB. 10. In the event the Owner requests HNTB to execute any certificates or other documents, the proposed language of such cerlificates or documents
shall be submitted to HNTB for review at least 15 days prior to the requested date of execution. HNTB shall not be required to execute any certificates or documents that in any way would,
in HNTB's sole judgment, (a) increase HNTB's legal or contractual obligetions or risks; (b) require knowledge, services or responsibilities beyond the scope of this Agreement; or (c)
result in HNTB having to certify, guarantee or warrant the existence of conditions whose existence HNTB cannot ascertain. 11. The Services provided for In this Agreement are for the
sole use and benefit of Owner and HNTB. Nothing in this Agreement shall be construed to give any rights or benefits to anyone other than Owner and HNTB. IN WITNESS WHEREOF, Owner and
HNTB have executed this Agreement, effective as of February 10, 2004. Town of Addison HNTB Corporation (Owner) (HNTB) ) Signature 􀁟􀀫􀀭􀁾􀀻􀁴􀀺􀁾􀁾􀁾􀀬􀀭____ Name ____􀁾􀁾􀁾􀀱􀁪􀁾􀁾􀁾􀀭􀀭􀁾􀀭􀁎􀁡􀁭�
�􀁾􀁾􀁾􀁾􀁾􀁾􀁾􀁾􀁾􀁾􀁾􀁾__ Title 􀁾􀀲􀀵􀀱􀀮􀁾􀁾􀁾􀀽􀀮􀀮􀀮􀁬􀀮􀁬􀀡􀁬􀀯􀁦􀁾􀁌􀁊􀀮􀀡􀁪􀁾􀀺􀀬􀁩􀀺􀀺􀀡􀀮􀁌􀀠Title -.lW..'4'--;4-L='-""='------􀁄􀁡􀁴􀁥􀁟􀁾􀁾􀁾􀁾__Date --'=+-=-='1-"''-+ 
Attachment "An Scope ofService Develop detailed engineering drawings the Addison Airport can use to repair pavement distresses on the Fuel Truck Roadway that runs parallel to taxiway
"A". These details shall include the following: • Plan view drawings will indicate general dimensions and locations ofsaw cuts, pavement removal, and drainage. Proper radii will also
be shown to prevent fuel trucks from running their rear wheels offthe pavement. Drawings that will be delivered will be plan views of the following distress conditions: I -Distressed
area adjacent to grate inlets located in the full truck roadway. 2 -Distressed areas located at comers ofslabs. 3 -Distressed areas where concrete fuel truck roadway intersects asphalt
taxiways. • Section view drawings ofthe following repair conditions: 1 -Typical Section ofnew pavement area showing thickness ofnew slab, reinfurcing steel size and locations, tie-in
to existing slab, type ofjoints, and joint seal material. 2 -Section ofnew pavement with existing MH located in pavement. These details are intended to be a guide for a contractor to
use for repairs in the field. 
Attachment "8" Compensation Airport: Project Manager: Consultant: HOURLY RATES LABOR HOURS BY PHASE Site Visit and Documentation Details and Section Sketches Drafting and Layout Qp.jQC
and Product Delivery Total Hours TOTAL PAYROLL COSTS TOTAL MISC. EXPENSES TOTAL ENGINEERING COST I Addison I Jerry Holder I HNTB Principal 0 0 0 0 0 $0 $4,748 $45 $4,793 ClericalTechnical
$32.00 $17.00 Project Design Manager Engineer Technical Drafting Clerical 2 2 0 0 2 8 0 0 2 0 0 4 16 o 2 4 2 2 2 6 14 6 18 4 $900 $1,555 $576 $1,513 $204 
AGREEMENT FOR PROFESSIONAL SERVICES THIS AGREEMENT is entered into between the Town of Addison (Owner) and HNTB Corporation (HNTB), based upon Owner's intention to prepare a sat of drawings
and details with respect to Pavement Repairs for the Fuel Truck Roadway at the Addison Airport (the Project) and Owner's requirement for certain professional engineering services in
connection with the Project (the Services) which HNTB is prepared to provide. 1. HNTB shall provide the Services described in Attachment A, "Scope of Services'. 2. Owner shall pay HNTB
in accordance with Attachment B, "Compensation". . 3. The same degree of care, skill. and diligence shall be exercised in the performance of the Services as is ordinarily possessed and
exercised by a member of the same profession, currently practicing, under similar circumstances. No other warranty, express or implied, is included in this Agreement or in any drawing,
specification, report, opinion, or other instrument of service, in any form or media, produced in connection with the Services. 4. HNTB shall not be liable to Owner for any consequential
damages resulting in any way from the performance of the Services. To the fullest extent permitted by law, HNTB's liability under this Agreement shall not exceed HNTB's total compensation
actually received under this Agreement 5. HNTB and Owner waive all rights against each other for damages covered by property insurance during and after the completion of the Services.
6. Not withstanding anything to the contrary in any Attachments hereto, HNTB has no responsibility for the failure of any consultant, contractor, subcontractor, vendor, or other Project
partiCipant, not under contract to HNTB, to fulfill contractual responsibilities to Owner or to comply with federal, state, or local laws, regulations, and codes. 7. HNTB does not guarantee
that proposals, bids, or actual Project costs will not vary from HNTB's cost estimates or that actual schedules will not vary from HNTB's projectsd schedules. 8. This Agreement maybe
terminated upon written notice at Owner's convenience or by either party in the event of substantial failure by the other party to perform in accordance with the terms of this Agreement.
HNTB shall terminate performance of Services on a schedule acceptable to Owner, and Owner shall pay HNTB for all services performed and reasonable termination expenses. Paragraphs 4
and 5 shall survive any termination or compleHon of this Agreement 9. All documents prepared by HNTB pursuant to this Agreement are instruments of service in respect to the Project Any
use except for the specific purpose intended by this Agreement will be at the user's sole risk and without liability or legal exposure to HNTB. HNTB shall retein its ownership in its
data bases, computer software, and other proprietary property. Intellectual property developed, utilized, or modified in the performance of the Services shall remain the property of
HNTB' 10. In the event the Owner requests HNTB to execute any certificates or other documents, the proposed language of such certificates or documents shall be submitted to HNTB for
review at least 15 days prior to the requested date of execution. HNTB shall not be required to execute any certificates or documents that in any way would, in HNTB's sole jUdgment,
(a) increase HNTB's legal or contractual obligations or risks; (b) require knowledge, services or responsibilities beyond the scope of this 􀁁􀁧􀁲􀁥􀁥􀁭􀁥􀁮􀁾􀀠or (c) result in HNTB
having to certify, guarantee or warrant the existence of conditions whose existence HNTB cannot ascertain. 11. The Services provided for in this Agreement are for the sole use and benefit
of Owner and HNTB. Nothing in this Agreament shall be construed to give any rights or benefits to anyone other than Owner and HNTB. IN WITNESS WHEREOF, Owner and HNTB have executed this
Agreament. effective as of February 10, 2004. HNTB CorporationTown of Addison 􀁾􀀠(HNTB)(Owner) 􀁾􀀠 􀁳􀁩􀁧􀁮􀁡􀁴􀁵􀁲􀁥􀁾􀀧􀀠Signature ___________ Name ______________Name _:t::.-Lill
Title H'5sl. (Ju"b!te. I.I.v'k.fj. /),r%r Title ____________ Date 'J. -t/-.otf Date _______ 
Attachment "An Scope ofService Develop detailed engineering drawings the Addison Airport can use to repair pavement distresses on the Fuel Truck Roadway that runs parallel to taxiway
«N'. These details shall include the following: • Plan view drawings will indicate general dimensions and locations of saw cuts, pavement removal, and drainage. Proper radii will also
be shown to prevent fuel trucks from running their rear wheels off the pavement Drawings that will be delivered will be plan views ofthe following distress conditions: I -Distressed
area adjacent to grate inlets located in the full truck roadway. 2 -Distressed areas located at comers of slabs. 3 Distressed areas where concrete fuel truck roadway intersects asphalt
taxiways. • Section view drawings ofthe following repair conditions: I -Typical Section ofnew pavement area showing thickness ofnew slab, reinforcing steel size and locations, tie-in
to existing slab, type ofjoints, and joint seal material. 2 -Section ofnew pavement with existing MH located in pavement. These details are intended to be a guide for a contractor to
use for repairs in the field. 
Attachment "8" Compensation Airport: Addison Project Manager: JerfY Holder Consultant: HNTB HOURLY RATES Technical Clerical $32.00 $17.00 LABOR HOURS BY PHASE Principal Project Manager
Design Engineer Technical Drafting Clerical Site Visit and Documentation Details and Section Sketches Drafting and Layout QA/QC and Product Delivery 0 0 0 0 2 2 0 2 2 8 0 4 0 0 4 2 0
0 16 2 2 0 2 Total Hours 0 6 14 6 18 4 $0 $900 $1,555 $576 $1,513 $204 TOTAL PAYROLL COSTS $4,748 TOTAL MISC. EXPENSES $45 TOTAL ENGINEERING COST $4,793 
AGREEMENT FOR PROFESSIONAL SERVICES THIS AGREEMENT is entered into between the Town of Addison (Owner) and HNTB Corporation (HNTB), based upon Owner's intention to prepare a set of drawings
and details with respect to Pavement Repairs for the Fuel Truck Roadway at the Addison Airport (the Project) and Owner's requirement for certain professional engineering services in
connection with the Project (the Services) which HNTB is prepared to provide. 1. HNTB shall provide the Services described in Attachment A, "Scope of Services'. 2. Owner shall pay HNTB
in accordance with Attachment B, "Compensation'. 3. The same degree of cere, skill, and diligence shall be exercised in the perfonmance of the Services as is ordinarily possessed and
exercised by a member of the same profesSion, currently practicing, under similar circumstances. No other warranty, express or implied, is included in this Agreement or in any drawing,
specificetion, report, opinion, or other instrument of service, in any fonm or media, produced in in connection with the Services. 4. HNTB shall not be liable to Owner for any consequential
damages resulting in any way from the perfonmance of the Services. To the fullest extent permitted by law, HNTB's liability under this Agreement shall not exceed HNTB's total compensation
actually received under this Agreement. 5. HNTB and Owner waive all rights against each other for damages covered by property insurance during and after the completion of the Services.
6. Not withstanding anything to the contrary in any Attachments hereto, HNTB has n'o responsibility for the failure of any consultant, contractor, subcontractor, vendor, or other Project
participanl not under contract to HNTB, to fulfill contractual responsibilities to Owner or to comply with federal, state, or locellaws, regulations, and codes. 7, HNTB does not guarantee
that proposals, bids, or actual Project costs will not vary from HNTB's cost estimates or that actual schedules will not vary from HNTB's projected schedules. 8. This Agreement maybe
maybe terminated upon written notice at Owner's convenience or by either party in the event of substantial failure by the other party to perfonm in accordance with the terms ofthis Agreement.
HNTB shall tenminate perfonmance of Services on a schedule acceptable to Owner, and Owner shall pay HNTB for all Services performed and reasonable tenmination expenses. Paragraphs 4
and 5 shall survive any tenmination or completion of this Agreement. 9. All documents prepared by HNTB pursuant to this Agreement are instruments of service in respect to the Project.
Any use except for the specifiC purpose intended by this Agreement will be at the user's sole risk and without liability or legal exposure to HNTB. HNTB shall retain its ownership in
tts data bases, computer software, and other proprietary property. Intellectual property developed, utilized, or modified in the performance of the Services shall remain the property
of HNTB. 10. In the event the Owner requests HNTB to execute any certificates or other documents, the proposed language of such certificates or documents shall be submitted to HNTB for
review at least 15 days prior to the requested date of execution. HNTB shall not be required to execute any certificates or documents that in any way would, in HNTB's sole judgment,
(a) increase HNTB's legal or contractual obligations or risks; (b) require knowledge, services or responsibilities beyond the scope of this Agreement, or (c) result in HNTB having to
certify, guarantee or warrant the existence of conditions whose existence HNTB cannot ascertain. 11. The Services provided for in this Agreement are for the sole use and benefit of Owner
and HNTB. Nothing in this Agreement shall be construed to give any rights or benefits to anyone other than Owner and HNTB. IN WITNESS WHEREOF, Owner and HNTB have executed this Agreement,
effective as of February 10,2004, HNTB CorporationTown of 􀁁􀁤􀁤􀁾􀁪􀁳􀁯􀁮(Owner) , , (HNTB), Signature _____________Signature . 􀁾􀀠 Name ___________________ Name ( e:..L.. Title #58l
fu-tlu: Idle/s. /)rr'%r Title ____________ Date 1.. -(I 􀁾􀁾􀀧􀁦􀀠Oate ________ 
Attachment "A" Scope ofService Develop detailed engineering drawings the Addison Airport can use to repair pavement distresses on the Fuel Truck Roadway that runs parallel to taxiway
"A". These details shall include the following: • Plan view drawings will indicate general dimeusions and locations of saw cuts, pavement removal, and drainage. Proper radii will also
be shown to prevent fuel trucks from running their rear wheels offtbe pavement. Drawings that will be delivered will be plan views ofthe following distress conditions: 1 -Distressed
area adjacent to grate inlets located in the full truck roadway. 2 -Distressed areas located at corners ofslabs. 3 -Distressed areas where concrete fuel truck roadway intersects asphalt
taxiways. • Section view drawings ofthe following repair conditions: 1-Typical Section ofnew pavement area showing thickness ofnew slab, reinforcing steel size and locations, tic-in
to existing slab, type ofjoints, and joint seal material. 2 -Section ofnew pavement with existing MIl located in pavement These details are intended to be a 􀁾for a contractor to use
for repairs in the field. 
Attachment "B" Compensation Airport: Project Manager: Consultant: Addison Jerry Holder HNTB HOURLY RATES Technical Clerical $32.00 $17.00 LABOR HOURS BY PHASE Principal project Manager
Design Engineer Technical Drafting Clerical Site Visit and Documentation Details and Section Sketches Drafting and Layout QA/QC and Product Delivery 0 0 0 0 2 2 0 2 2 8 0 4 0 0 4 2 0
0 16 2 2 0 2 Total Hours 0 6 14 6 18 4 $0 $900 $1,555 $576 $1,513 $204 TOTAL PAYROLL COSTS $4,748 TOTAL MISC. EXPENSES $45 TOTAL ENGINEERING COST $4,193 
AGREEMENT FOR PROFESSIONAL SERVICES THIS AGREEMENT is entered into between the Town of Addison (Owner) and HNTB Corporation (HNTB), based upon Owner's intention to prepare a set of drawings
and details With respect to Pavement Repairs for the Fuel Truck Roadway at the Addison Airport (the Project) and Owners requirement for certain professional engineering services in connection
with the Project (the Services) which HNTB is prepared to provide. 1. HNTB shall provide the Services described in Attachment A, "Scope of Services". 2. Owner shall pay HNTB in accordance
with Attachment B, "Compensation". 3. The same degree of care, skill, and diligence shall be exercised in the performance of the Services as is ordinarily possessed and exercised by
a member of the same profession, currently practicing, under similar circumstances. No other warranty, express or implied, is included in this Agreement or in any draWing, speCification,
report, opinion, or other instrument of service, in any form or media, produced in connection with the Services. 4. HNTB shall not be liable to Owner for any consequential damages resulting
in any way from the performance of the Services. To the fullest extent permitted by law, HNTB's liability under this Agreement shall not excesd HNTB's total compensation actually received
under this Agreement. 5. HNTB and Owner waive all rights against each other for damages covered by property insurance during and after the completion of the Services. 6. Not withstanding
anything to the contrery in any Attachments hereto, HNTB has no responsibility for the failure of any consultant, contractor, subcontractor, vendor, or other Project partiCipant, not
under contract to HNTB, to fulfill contractual responsibilities to Owner or to comply with federal, state, or local laws, regulations, and codes. 7. HNTB does not guarantee that proposals,
bids, or actual Project costs Will not vary from HNTB's cost estimates or that actual schedules will not vary from HNTB's projected schedules. 8. This Agreement may be terminated upon
written notice at Owners convenience or by either party in the event of substantial failure by the other party to perform in accordance with the terms of this Agreement. HNTB shall terminate
performance of Services on a schedule acceptable to Owner, and Owner shall pay HNTB for all Services performed and reasonable termination expenses. Paragraphs 4 and 5 shall survive any
termination or completion of this Agreement. 9. All documents prepared by HNTB pursuant to this Agreement are instruments of service in respect to the Project. Any use except for the
specific purposa intended by this Agreement will be at the users sole risk and without liability or legal exposure to HNTB. HNTB shall retain its ownership in its data bases, computer
software, and other proprietary property. Intellectual property developed, utilized, or modified in the performance of the Services shall remain the property of HNTB.10. In the event the Owner requests HNTB to execute any certificates or other documents, the proposed language of such certificates or documents shall be submitted to HNTB for review
at least 15 days prior to the requested date of execution. HNTB shall not be required to execute any certificates or documents that in any way WOUld, in HNTB's sole judgment, (a) increase
HNTB's legal or contractual obligations or risks; (b) require knowledge, services or responsibilities beyond the scope ofthis Agreement; or (c) result in HNTB having to certify, guarantee
or warrant the existence of conditions whose existence HNTB cannot ascertain. 11. The Services provided for in this Agreement are for the sole use and benefit of Owner and HNTB. Nothing
in this Agreement shall be construed to give any rights or benefits to anyone other than Owner and HNTB. IN WITNESS WHEREOF, Owner and HNTB have executed this Agreement, effective as
of February 10, 2004. HNTB CorporationTown of Addison 􀁾􀀠(HNTB)(Owner} 32􀁓􀁩􀁧􀁮􀁡􀁴􀁵􀁲􀁥􀁾􀀠, Signature ____________________ Name ________________ Name (=_&-L Title ______________________Title
R'5!Ji. fu.-U,s Wk.?, P'I'"AAr Date 'l. -t1-ot./-Date _______ 
Attachment" A" Scope ofService Develop detailed engineering drawings the Addison Ailport can use to repair pavement distresses on the Fuel Truck Roadway that runs parallel to taxiway
"An. These details shall include the following: • Plan view drawings will indicate general dimensions and locations ofsaw cuts, pavement removal, and drainage. Proper radii will also
be shown to prevent fuel trucks from running their rear wheels off the pavement Drawings that will be delivered will be plan views ofthe following distress conditions: 1 -Distressed
area adjacent to grate inlets located in the full truck roadway. 2 -Distressed areas located at comers ofslabs. 3 -Distressed areas where concrete fuel truck roadway intersects asphalt
taxiways. • Section view drawings ofthe following repair conditions: 1-Typical Section ofnew pavement area showing thickness ofnew slab, reinforcing steel size and locations, tie-in
to existing slab, type ofjoints, and joint seal material. 2 -Section ofnew pavement with existing MH located in pavement. These details are intended to be a 􀁾for a contractor to use
for repairs in the field. 
Attachment "8" Compensation Airport: project Manager: Consultant: ! Addison , Jerry Holder IHNTB HOURLY RATES LABOR HOURS BY PHASE Site Visit and Documentation Details and Section Sketches
Drafting and Layout QNQC and Product Delivery Total Hours Principal 0 0 0 0 o $0 Project Manager 2 2 0 2 6 $900 Design Engineer 2 8 0 4 14 $1,555 Technical 0 0 4 2 6 $576 Drafting 0
0 16 2 18 $1,513 Clerical 2 0 2 4 $204 TOTAL PAYROLL COSTS TOTAL MISC. EXPENSES $4,748 $45 TOTAL ENGINEERING COST $4,793 Technical Clerical $32.00 $17.00 
Fuel Farm Bids 712812004 With With With With Base Bid All 1 All 1,2 All 1,2,3 All 1,2,3,4 Pioneer 27,7n.78 43,1n.18 47,944.45 78,711.12 116,399.08 Tx. Std 38,800.00 50,200.00 55,400.00
78,045.00 108,565.00