\\. [ g IV-I o· 1=> 9l 􀁾􀀠1 wiPi 􀁾􀀮􀀠􀁾􀀮􀀠0 '","" 􀁾􀀠􀁬􀁾􀀠1 :g 􀁾􀀬0' o '" .Q. . 1􀁾􀀠0> :E:i' 'lll , .... , 1"" $ 1 1 .' 1 1 1 1 , 􀀺􀁾􀀠􀁾, , 􀀺􀁾􀀠f. 
HLlITT:ZDLIARS , • Huitt-Zollars, Inc./3l31 McKinney Avenue I Suite 600 I LB 105/Dallas, Texas 75204-2489/214/871-33111 FAX 214/871-0757 October 12, 1998 Mr. Robert D. Weber Ed Bell
Construction 10605 Harry Hines P.O. Box 540787 Dallas, TX 75354-0787 RE: Arapaho Road -Addison, Texas Dear Mr. Weber: Concrete Mix Design # 8274 by TXl is approved for bollard construction
on the Arapaho Road reconstruction project. Concrete Mix Design # 9363 by Pioneer Concrete of Texas, Inc. IS approved for bollard construction on the Arapaho Road reconstruction. Please
feel free to call ifyou have any questions. Sincerely, HUITT -ZOLLARS, INC. K:.. k t<.. f4.t:J;Kenneth A. Roberts, P.E. Vice President Copy: Jim Pierce, P.E., Town ofAddison H:IPROJ\OI177201IEDBELLS.
DOC Dallas I Fort Worth I Houston I EI Paso I Phoenix I Tustin I Ontario I Albuquerque I Seattle I Tacoma 
1341 West Mockingbird Lane· Dallas, Texas 75247·972.647.6700· www.txi.com CODE: September 8, 1998 .x.. 1. APPROVED Dietz Construction 2. APPROVED AS NOTED (CORRECT AND RESUBMO) P. O.
Box 814 Rockwall, TX 75087 Attn: Ms. Giselle Dietz RE: Apraho Road-Bollards City of Addison ORGI7hlN i APPPOVAL DOES NOT REUEVE THE CONTRACTOR FROM RESPONSIBJUlY8 2 7 4 FOR .ERRORS AND
OMISSIONS IN THESE SUBMITrALS AND FROM I:ONJIIACIRESPONS191UlY FOR COMPLYING wrrn.. THE...REQUIREMENTS... OF nils.._... . The attached concrete mix design utilizing the appropriate ASTM
C-33 or ASTM C-330 aggregate is proposed for use on the above referenced project for ready-mixed concrete to be furnished by TXI. To ensure that the correct mix is delivered to your
project, please order by the mix design number which appears in the upper left hand corner of the mix design. Texas Industries certifies that the above mix design, 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 of C 94, and evaluated in accordance with applicable provisions of the ACI 318 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 of all test reports when strength of concrete is used as a basis for acceptance. Contact
us if you have any questions or require any additional information. Please notify TXI of approval of the proposed mix design prior to its use. Failure to notify us prior to first placement
shall constitute acceptance. To ensure that the proper mix design is ordered, please send a copy of this letter, after approval, to the above referenced project to be used by the person
ordering the concrete for this job. Sincerely, 􀁾􀁡􀁾􀁩􀁯􀁮􀁳􀀬􀀠LP Raymon . Argersing r Customer Service Representative 
Mix #: 8274 Description: 6.00SK ADMIX/ABA l"CS Strength: 4000 psi @28 Days BOLLARDS Maximum Coarse Aggregate: 1" -#4 CRUSHED STONE Maximum Water/Cement Ratio: 5.00 gal/sack or 0.443
lbs/lb Cement/Cementitious Content: 6.00 sacks (per cubic yard) Maximum Placement Slump: 4.00 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.D 564 lbs. ASTM C 150 TYPE I CEMENT 1840 lbs. 1" -#4 CRUSHED STONE 1294 lbs. CONCRETE SAND 250 lbs. or 30.0 Gallons of Water 2.0 to 4.0 oz/cwt of ASTM C-494
Type D Specified Air Content: 3.0% -6.0% Placement Slump: 3.00 + or -1.00 inches 
PUMPING NOTES /RECOMMENDATIONS 1. 5" minimum diameter lines with no reduction to smaller lines. 2. Keep rubber hose to absolute minimum length and plan pipewith as few 90 degree angles
as possible.3. Samples for slump and strength tests should be taken @discharge end of hose for strength guarantee to be valid. 4. To prime pump lines, a minimum of 8.0 sack grout should
be used for lubrication. In the case of strength concrete, equivalent strength grout should be used if the groutremains in the placement.5. Pump mixes are based on minimum cement content
pumped at ground level. As pump line increases in length or heightand/or layout configuration changes, additional cement maybe 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 of concrete through the entire length of pipe and do not subject concrete to free fall.
Unless otherwise indicated, when the concrete temperature at point of placement exceeds 90 degrees, TXI will guarantee the strength performance of the mix design(s) herein submitted
up to a maximum placement temperature of 100 degrees using an ASTM C 494 Type D retarding water-reducer as long as the concrete is placed within 75 minutes from batch time. 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.

TBXAS Dm'O'STRrBS COHCRB'%'B OBSI:GH ltVALt1.A"rIOH nata: 09/08/98 •• 􀁓􀁴􀀮􀁴􀁩􀀮􀁴􀁩􀁾􀀮􀀠Co=pil.d 􀁾Ind.paDdent 􀁌􀀦􀁢􀁯􀁾􀀮􀁴􀁯􀁲􀁹􀀠Test Specimans •• Strengtht '000 psi. 2.8 nay.
TemperatUJ:'e Test Plant 􀀨􀁐􀁡􀁨􀁲􀁥􀁮􀁨􀁥􀁩􀁴􀁾􀀠Placement Percent 􀁾􀁾􀁾􀀭􀀭􀀭􀀭􀀭28 Day -------􀁃􀁕􀁭􀁵􀁬􀁡􀁴􀁾􀁶􀁥􀀠Moving Number Date Number Ambient Concrete Slump (inj of Air
PSI 1 PSI 2 PSI Avg Average Avg of 3 Range 1 03/27/93 80 4.75 4.0t 5360 5160 5260 5260 200 2 03/27/93 80 3.75 3.n 5350 5270 5310 52S5 80 3 03/27/93 78 3.50 -4.0\ 5840 5740 5790 5453
5453 100 4 􀀰􀀴􀀯􀁾􀀶􀀯􀀹􀀸􀀠43 73 5.50 N/A 5190 5340 5260 5405 5453 160 5 04/20/'8 82 5.50 N/A 4520 4500 451.0 5226 5187 20 6 04/22/98 4l 52 6. 5.50 N/A 4580 4630 4605 5123 4792 50
7 04/23/98 43 72 79 5.75 NIA 4070 4140 4105 4977 4407 70 8 04/28/'8 40 sa 70 5.00 NIA 5150 5060 5105 4993 4605 90 9 M/28/98 40 52 60 4.75 "/A 5240 5030 5135 5009 4782 210 10 04/28/98
40 50 70 5.25 N/A 4760 4520 4640 4972 4960 240 11 􀁾􀀴􀀯􀀲􀀳􀀯􀀹􀀸􀀠40 56 6. 4.50 N/A 5540 5590 5555 5026 5113 50 12 05/05/98 40 78 79 5.00 5.0\ 4150 4280 4215 4959 4807 130 13 05/05/'8
40 72 7. 4.75 4.3\ 􀀴􀁾􀀷􀀰􀀠􀀴􀀰􀀰􀁾􀀠4035 4887 4605 70 14 05/05/98 .0 .8 70 5.25 3.9% 4580 4660 4620 4369 4290 80 15 05/05/98 40 65 69 5.00 4.3\ 4770 4850 4315 43G5 4490 90 16 17 05/14/'.
05/U/98 42 43 7. •• 75 92 4.75 4.25 4.3\ N/A 5260 4160 53aO 4030 532() 4095 4S93 4846 4913 4743 120 130 " 05/19/.8 40 92 8. 5.00 NIA 4570 4760 4665 4836 4693 190 " OS/21/" 43 9' 89 3,50
NIA 4610 4540 45'15 4822 4445 70 20 OS/2./•• .2 96 82 5.25 2.0\ 5060 4880 4970 4930 4737 lS0 21 06/01/93 .3 98 92 5.50 NIA 5160 5030 5120 4844 4888 80 22 OGl02/•• .2 96 8. 5.00 N/A 4530
4530 4555 4330 4882 50 23 06/03/98 42 98 83 5.00 4.2t 4350 4410 4380 4iU1 4685 60 24 06/04/98 .2 90 8. 5.00 4.01i 5160 5330 5245 4829 4727 170 25 06/08/'8 43 88 92 3,50 N/A 4380 4410
4395 4912 4673 30 26 06/10/98 88 5,50 5.5% 4920 5050 4985 4918 4875 130 27 06/10/98 87 5.50 5.8% 4270 441.0 4340 4801 4573 140 28 06/11/98 .3 84 87 5.75 NIA 3660 3750 3705 4761 4343
90 29 06/15/'8 91 4.50 N/A 5240 5290 5265 4779 443:7 50 30 On/15/98 .2 90 92 4.00 N/A 3950 4170 40";0 4755 4343: 220 ••• Averages *** 78 80 4.86 4.:2\ 
--COMMENTARY OF STATISTICAL EVALUATION OF CONCRETE DESIGN RESULTS Mix Num: 8274 Strength: 4000 psi @28 Days Paragraph 5.5 of ACI 318-89 provides that as data becomes available during
construction, the amount by which (F'cr) must exceed the specified value of (F'c) may be reduced, provided: (a) 30 or more test results are available and average of test results exceeds
that required by Section 5.3.2.1, using a standard deviation calculated in accordance with Section 5.3.1.1, or (b) 15 to 29-test results are available and average of test results exceeds
that required by Section 5.3.2.1, using a standard deviation calculated in accordance with Section 5.3.1. 2 . The required average compressive 􀁳􀁴􀁲􀁥􀁮􀁾􀁴􀁨􀀠has been calculated using
a standard deviation calculated 􀁾􀁮􀀠accordance with ACI 318-89 Section 5.3.1.1 or Section 5.3.1.2 and is the largervalue of these calculations: F'cr = F'c + 1. 34 (SD) = 4000 + 1.34
( 517.2) = 4693 F' cr = F'c + 2.33(SD) -500 = 4000 + 2.33 ( 517.2) -500 = 4705 SUMMARY OF STATISTICAL ANALYSIS 28 Day Test Data Number of Tests......................... . 30 Maximum
Value ........................... . 5790 􀁰􀁳􀁾 Minimum Value ........................... . 3705 􀁰􀁳􀁾 Range ................................... . 2085 􀁰􀁳􀁾 Average Strength.......................
. . 4755 􀁰􀁳􀁾􀀠 Standard Deviation...................... . 517 psi Required Average Strength to satisfy minimum probability conditions of ACI 318-89 Section 5.3.2.1.............. .
4705 􀁰􀁳􀁾 Design excess beyond code requirements .. . 50 􀁰􀁳􀁾􀀠 i;, 
MIDLOTHIAN CEMENT PLANT· 245 Ward Road' Midlothian, Texas 76065' www.txi.com SPECIFICATIONS Portland Cement Type 1/11 (Low Alkali) A.S.T.M. C150-97 J.R. Owens , being duly sworn deposes
and says; that he is Chief Chemist of TXI, Midlothian Cement Plant, whO prepared the above report of tests and that the same is true and correct. Subscribed a d sworn to before me this
17th day of July, 1998. 􀁾􀀮􀁣􀁚􀀡􀁾􀀠Notary Public 􀁾􀁃􀁨􀁥􀁭􀁩􀁳􀁴􀀠'See ASTM C1S0 Table 1, Footnote B. 􀀬􀀬􀁾􀀬􀀠'Ii;;-K C COK 􀁾􀁾􀀢􀀱􀁩􀀧􀁾􀁾􀀠.. ER* 􀁾􀀠Notary Public '􀁻􀁾􀀠",,1
STATE OF TEXAS 􀁾My Corom. Exp. 10/22/98 
Concrete Products GRACE W.R. Groce &. Co. 2001 Eost Rondol Mill. Suite' 115 Arlington. TX 76011 (817) 461·4101 (817) 459-1084January 8,1998 Texas Industries, Inc. Dallas, Texas Gentlemen:
This is to certify that DARATARD-17, a water-reducing set-retarding admixture, supplied by the Construction Products Division, W.R. Grace & Co.-Conn., is formulated to comply with Specifications
for Chemical Admixtures for Concrete, ASTM Designation: C-494, as a Type B & D admixture; and the Standard Specifications of the Texas Highway Department. No chlorides or halogens are
added to DARATARD-17 as functional ingredients during manufacture. Material supplied for the above referenced project is identical in all respects, including concentration, to the one
originally submitted to and approved by the State of Texas, Dept of Transportation. The above is in addition to and not in substitution for our standard Conditions of 􀁓􀁾􀁬􀁥􀀠printeCt
on the reverse side hereof. Sincerely, 􀁾􀁃􀁾􀁾., ,. Tom C. Henson District Manager Subscribed and swom to, before me, this 8th day of January, 1998 AD. 􀁴􀁾􀀡􀀳􀂷􀁾􀀠Lorene B. Raso,
Notary PubliC In and For the State of Texas We hope Ihe information given hers wlU be helprul. It Is based 00 our besl knoWledge, and we beHave ilfo ba true ond accurate. Please reed
011 statements. recommendOllot'l$ or $(,lQQ05lions herein In con/uctlon wl1h OVI' condiHons of sale which opplyto all goods supplied by us. We assume no responsibility for Ihe use ot
lhese slolet'Oants., recommendations, or 􀀤􀁕􀁧􀁧􀁾􀁴􀁬􀁏􀁎􀀬􀀠nordo we Intend Ihem as 1:1 reeommendotlon for anv use which would Infringoany J.)Otent or copyright. 
Gmce Construction Products W.R. Grote & Co.• Conn. 4323 Clites Street P.O. Box2SB5-77252 Houston, 1)(77003 March 6, 1997 Texas Industries, Inc. ·1341 W. Mockingbird Lane DaUas, TX 􀀷􀀵􀀲􀁾􀀷􀀺􀀭􀀶􀀹�
�􀀳􀀠,Gentlemen: This is to certify that WRDA. with HYCOL, a water-reducing admixture, as manufactured and supplied by the Construction Products Division, W.R. Grace & Co.-Conn., is
formulated to comply with Specifications for Chemical Admixtures for Concrete, ASTM Designation: C-494, Type A (AASHTO M194, Type AI. No chlorides or halogens are added to WRDA with
HYCOL as functipnal ingredients during manufacture. Material,supplied for the above referenced project is identical in all respects, . includin'g concentration, to the one originally
submitted to and approved by the State of Te«as, Dept. of Transportation. The above is In addition. to and not in substitution for our standard Conditions of Sale printed on the reverse
side hereof. Tom C. Henson District Manager Subscribed and sworn to, before me, this 6th day of March, 1997 A.D. • We hope tho infQtmclion g'ven hete wUI be helpfvl. \1 b h4ted on Qur
􀁢􀁥􀁾􀀱􀀠knowledge. ond we belil'llv'C it 10 be lto;.le ot'ld QC(.WOle. Pleote tood QII stQtcmenfs, re-commendollont ()(' 􀁗􀁜􀁩􀁬􀁧􀁥􀁾􀁩􀁯􀁮􀁾􀀠heroin In cOfl[undiol'l w;lh <XI( 􀁣􀁯􀁬􀀧􀁜􀁤􀁪􀁬􀁩
􀁯􀁮􀁾􀀠of IQle which opply to oil goods 1upplled by us.. We c:uumc no nei!.p¢t'llibiliry fl)( Ihe U$C of Ihe;e slotomenls, rec:ommendotioM, o.r lvgget1ioM1" nOr do we if'tef\d them
01 0. recommendation lOt' cny Ut.e wnichwould !nfringe cny poll'.:nlQ( c:cpytighl. 
Grace Construction Products WR. Groce & Co.. ConnGRACE 4323 Crites SUeel p.o. Box 2585·77252 Houston. 1)( 77003 August 18,1998 TelCas Industries, Inc. Gentlemen: This is to certify that
Daravair 1000, an air-entraining admixture, as manufactured and supplied by the Construction Products Division, W.R. Grace & Co.-Conn., is formulated to comply with Specification for
Air-Entraining Admixtures for Concrete, ASTM Designation: C260 (AASHTO M154). Daravair 1000 does not contain calcium chloride containing compounds as a . functional ingredient. Chloride
ions may be present in trace amounts contributed from the domestic water supply used during the manufacturing process. Material supplied for the above referenced project is identical
in all respects, including concentration, to the one originally submitted to and approved by the State of Texas, Dept. of Transportation. The foregoing is in addition to and not in substitution
for our standard Conditions of Sales printed on the reverse side hereof. Sincerely, Tom C. C. Henson District Manager Subscribed and sworn to, before me, this 18th day of August 1998,
AD. J L7 J{;,jUdj d. AJJ..Ji,r Lorene B. Raso, Notary PublicLORENE B. RASO MY COMMISSION EXPIRES In and for the State of Texas March 28. 2002 We hope ,he :dcr:-r.ofOf'! g:ve1 he,e win
be 􀁾􀁥􀁬􀁰􀁦􀁵􀁴􀀠;; is oc.seo on our be!>: t.flow!edge, end we believe 'I fe be !n.;e erd cccotOle. Please teed 011 s:c:emenl$. recommerColior-;,.C" sUf2sesliom. herein in CO"""I.;>'1cFCn
wijh OJ( COflCitlc"s 01 sole which apply '0 ell goods supplied by us, We cssurne '"'\0 respCl1sibiliry for the use of 􀀡􀁲􀁾􀁳􀁥􀀠􀁓􀁬􀁃􀀡􀁥􀁲􀁲􀁥􀀡􀀬􀁉􀁾􀀮􀀠reco"'r,mendc:icns 01 sl:gges1icns
"\0; do we inl!md them os recommeno..,lion lor ony use which wO;,lld irf:;nge ony palei'll or copyright 
Concrete Products GRACE W.R. Grace & Co. 2001 East Randol Mill. SuIte # 115 ArlIngton. lX 76011 (817) 461-4101 January 8, 1998 (817) 459-1084 Texas Industries, Inc. Dallas, Texas Gentlemen:
This is to certify that DARACEM-19, a high range water-reducing admixture: as manufactured and supplied by the Construction Products Division, W. R. Grace & Co.-Conn., is formulated
to comply with Specifications for Chemical Admixtures for Concrete, ASTM Designation: C-494, Types A & F (AASHTO M 194, Types A & F). DARACEM-19 does not contain calcium chloride or
chloride containing compounds as a functional ingredient. Chloride ions may be present in trace amounts contributed from the domestic water supply used during the manufacturing process.
The above is in addition to and not in substitution for our Standard Conditions of Sale printed on the reverse side hereof. :;' ; ; Sincerely, .; 􀁾􀁃􀁾􀀮􀁴􀀮􀀮􀀼􀀡􀁘􀀭􀁉􀀠Tom C. Henson
District Manager Subscribed and swom to, before me, this 8th day of January, 1998 AD. jf/l!?&kf /!1 fa 4r Lorene B. Rasa, NotarYUblic In and For the State ofTexas We hope tlw tnfonnalion
given hen" wlU be helpfuL Ills based on our best knowtadge. ondwe believe It 10 be true ond occurolo. Ploose read oU slalements. rec<:Xl1mend01lons or suggestions herein in Cl:X\jucllon
wilh our COt'Idilloo:o 0( sate which apply 10 ott gcx;x:b $Upplled by us, We 􀁡􀁳􀁾􀁵􀁭􀁥oofe$pCII'Uibt1fty for Ihe use of the$6 statemenh. racommendQtions. or S\lg<JeStions, nor do
we Intend them as a recommendation for any u:.eWhlCh would Inlfingeony patent 0( copyright. 
TEXAS INDUSTRIES QUALITY CONTROL DEPT. AGGREGATE SIEVE ANALYSIS Date: 07/15/98 Production Facility: BRIDGEPORT Size: Grading Designation: ASTM C-33 1" -#4. Project: -ALLTESTS-Sample
Location: SIEVE SIZE CUMULATIVE WT. RETAINED CUMULATIVE % RETAINED CUMULATIVE % PASSING REQUIRED % RETAINED SPECIFICATION % PASSING 2.0· 1.5" 0 100 0 100 1.0" 1.72 98.28 0-5 95 -100
%" 17.46 82.54 , Yz" 55.43 44.57 40 -75 25 -60 318" 79.30 20.70 #4 97.20 2.80 90 -100 0-10 #8 98.83 1.17 95 -100 0-5 #10 #16 #30 I I #40 #50 #100 #200 99.13 0.87 PANWT. Decant .89% 100%
of tests: 151 Size: 57 PLANT: BRIDGEPORT Job: •..•...ALL JOBS"''''i 
TEXAS INDUSTRIES QUALITY CONTROL DEPT. AGGREGATE SIEVE ANALYSIS Date: 07/16/98 Production Facility: AMBROSE (LATTIMORE) Size: Grading Designation: ASTM C-33 FINE AGG. Project: --ALL
TESTS...... Sample Location: SIEVE SIZE CUMULATIVE WT. RETAINED CUMULATIVE % RETAINED CUMULATIVE % PASSING REQUIRED % RETAINED SPECIFICATION % PASSING 2.0" 1.5" • 1.0" 􀁾.. 􀁾.. 3/8"
#4 1.83 98.17 0-5 95 -100 #8 12.62 87.38 0-20 80 -100 #10 #16 22.25 77.75 15 -50 50-85 #30 45.85 54.15 40 -75 25 -60 #40 #50 80.27 19.73 70 -90 10 -30 #100 97.74 2.26 90 -98 2 -10 #200
99.57 0.43 97-100 0-3 PANWT. 2.61 Fineness Modulus Decant: M.C. 5.3% S. E. 95.2% 100% of tests: 129 Size: 33 PLANT: AMBROSE(LATnMORE) Job: i 
.. 1341 West Mockingbird Lane' Dallas, Texas 75247' 972.647.6700' www.txi.com CODE: September 8, 1998 􀁾1. APPROVED Dietz Construction 2. APPROVED AS NOlED (CORRECT AND RESUBMm P. O.
Box 814 3. APPROVED AS NOTED (CONFlRM·RESUBMITTAL NOT REQUIRED)Rockwall, TX 75087 4, DISAPPROVED (REVISE AND RESUBMm Attn: Ms. Giselle Dietz ((, rU...t---,e -, '2.. -'7,$ REVIEWER DATE
RE: Apraho Road-Bollards 􀁏􀁒􀁇􀁾􀀣􀀢􀁯􀁎􀀠'1aII 0/'; ( 􀁾􀀠, • City of Addison APPROVAL DOES NOT REUEVt THE CONTRACTOR FROM RESPONSIBIUTV8274 FOR ERRORS "NO OMISSIONS IN THESE SUBMITTALS
AND FROMS=n.JTY 􀁾COI!Il'LYIN{l WITll. 􀁔􀁈􀁅􀀩􀁉􀁅􀁟􀁑􀁕􀁉􀁉􀀡􀁾􀁾􀀠Of THI$ The attached concrete mix design utilizing the appropriate ASTM C-33 or ASTM C-330 aggregate is proposed
for use on the above referenced project for ready-mixed concrete to be furnished by TXI. To ensure that the correct mix is delivered to your project, please order by the mix design number
which appears in the upper left hand corner of the mix design. Texas Industries certifies that the above mix design, 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 of C 94, and evaluated in accordance with applicable provisions of the ACI 318 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 of all test reports when strength of concrete is used as a basis for acceptance. Contact us if you have any questions or require any
additional information. Please notify TXI of approval of the proposed mix design prior to its use. Failure to notify us prior to first placement shall constitute acceptance. To ensure
that the proper mix design is ordered, please send a copy of this letter, after approval, to the above referenced project to be used by the person ordering the concrete for this job.
Sincerely, 
Mix #: 8274 Description: 6.00SK ADMIX/ABA l"CS Strength: 4000 psi @28 Days BOLLARDS Maximum Coarse Aggregate: 1" -#4 CRUSHED STONE Maximum Water/Cement Ratio: 5.00 gal/sack or 0.443
lbs/lb Cement/Cementitious Content: 6.00 sacks (per cubic yard) Maximum Placement Slump: 4.00 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.D 564 lbs. ASTM C 150 TYPE I CEMENT 1840 lbs. 1" -#4 CRUSHED STONE 1294 lbs. CONCRETE SAND 250 lbs. or 30.0 Gallons of Water 2.0 to 4.0 oz/cwt of ASTM C-494
Type D Specified Air Content: 3.0% -6.0% Placement Slump: 3.00 + or -1.00 inches 
PUMPING NOTES /RECOMMENDATIONS 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 @discharge end of hose for strength guarantee to be valid. 4. To prime pump lines, a minimum of 8.0 sack grout should
be used 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, additional cement 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.
Unless otherwise indicated, when the concrete temperature at point of placement exceeds 90 degrees, TXI will guarantee the strength performance of the mix design(s) herein submitted
up to a maximum placement temperature of lOO degrees using an ASTM C 494 Type D retarding water-reducer as long as the concrete is placed within 75 minutes from batch time. 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.

'rBltAS INDUSTRIES COHc::RB'rB DBSIGN JrV'ALtJ1TIOJI Date, 09/0B/98 •• Statistics 􀁣􀁾􀁩􀀱􀁡􀀴􀀠From 􀀥􀁄􀁤􀁡􀁾􀁴􀀠􀁌􀀦􀁢􀁯􀁾􀁡􀁴􀁯􀁲􀁹􀀠Test 􀁓􀁰􀁥􀁣􀁾􀀠•• Stz:otmg'th: 4000 pa! • 2B
Days 28 Day Teat Data Test Numb"" Date plant Number Temperature (Fahrenheit) Ambient Concrete Plaoement S1ump(in) Percent of Air --------PSI 1 28 Day PSI 2 p$! Avg CUmu1ative Average
Moving Avg of 3 Range 1 2 3 • 5 6 7 8 • 10 11 12 13 " 15 16 17 18 "' 2. 21 22 23 2. 25 26 27 2. 29 30 03/27/98 03/27/98 .3/27/" 04/••/.8 04/20/98 04/22/98 04/23/98 04/28/98 04/2./.8
04/2./.. 04/28/" 05/05/98 05/05/98 05/05/98 05/05/98 05/14/'8 05/18/•• 05/1'1" OS/21/98 OS/29/98 06/01/98 06/.2/.8 06/0a/•• 06/04/" 06/08/'8 06/10/98 06/10/98 06/11/98 06/15/98 06/15/98
43 41 4a 40 40 40 40 40 40 40 40 42 43 40 43 42 43 42 42 42 43 43 42 63 52 72 58 52 50 56 78 72 .8 65 7S '8 92 •• 96 .8 96.. .0 ,. ,. 90 8. 80 78 73 82 64 7. 70 60 70 64 7. 74 7. 6.
75,2 84 8. 82 '2 as 83 ,. 02 " 87 87 n '2 4.75 3.75 3.$0 5.50 5.50 5.50 5.75 5.00 4.75 5.25 4.50 5.00 4.15 5.25 5.00 4.75 4.25 5.00 3.50 5.25 5.50 5.00 5.00 5.00 3,50 5,50 5.50 5.75
4.50 4.00 4.0t 3.6t 4.0t RIA RIA R/A R/A NIA NIA NIA RIA 5.0\ 4.3\ 3.9% 4.3t 4.n NIA NIA RIA 2.0t R/A NIA 4.2t 4.0t NIA 5.5% 5.n NIA NIA NIA 5360 5350 5840 5180 4520 4580 4070 5150 5240
4760 5540 4150 4010 4580 4770 5260 4160 4510 4610 5060 5160 4530 4350 5160 4380 4920 4270 3660 5240 3950 􀀵􀁾􀀶􀀰􀀠5270 5740 5340 4500 4630 4140 5060 5030 452{) 559{) 4280 4MO 4660 4860
5380 -4030 4760 454{) 4880 50S0 4580 4410 5330 441.0 5050 􀀴􀀴􀁾􀀰􀀠3150 5290 4170 5260 5310 5790 5260 4510 4605 41.05 5105 5135 4640 5565 4215 4035 4620 4815 5320 4095 4665 4575 4970
5120 4555 4380 5245 4395 4985 4340 3705 5265 4060 5260 5285 5453 5405 5226 5123 4911 4993 5009 4972 5026 4958 48S7 4868 4865 4893 4846 4836 4822 4830 4844 4830 4811 4829 4812 4818 4801
4761 4119 4755 5453 5453 5181 4792 4407 4605 4782 4960 5113 4807 4605 4290 4490 4918 4743 4693 4445 4737 4888 4882 4685 4727 4673 4815 4573 4343 4437 4343 200 SO 100 160 20 SO 70 90
210 2.0 50 120 70 80 90 90 120 >30 19. 70 180 80 50 60 170 30 120 140 .0 50 220 *** Averagee ••• 80 4.86 4.2\ 
COMMENTARY OF STATISTICAL EVALUATION OF CONCRETE DESIGN RESULTS Mix N'um: 8274 Strength: 4000 psi ® 28 Days Paragraph 5.5 of ACI 318-89 provides that as data becomes available during
construction, the amount by which (F'cr) must exceed the specified value of (F'c) may be reduced, provided: (a) 30 or more test results are available and average of test results exceeds
that required by Section 5.3.2.1, using a standard deviation calculated in accordance with Section 5.3.1.1, or (b) 15 to 29 test results are available and average of test results exceeds
that required by Section 5.3.2.1, using a standard deviation calculated in accordance with Section 5.3.1. 2 . The required average compressive 􀁳􀁴􀁲􀁥􀁮􀁾􀁴􀁨􀀠has been calculated using
a standard deviation calculated 􀁾􀁮􀀠accordance with ACI 318-89 Section 5.3.1.1 or Section 5.3.1.2 and is the largervalue of these calculations: F'cr = F'c + 1. 34 (SD) = 4000 + 1.
34 ( 517.2) = 4693 F'cr = F'c + 2.33(SD) -500 = 4000 + 2.33 ( 517.2) -500 = 4705 SUMMARY OF STATISTICAL ANALYSIS 28 Day Test Data Number of Tests ......................... . 30 Maximum
Value ........................... . 5790 ps+ Minimum Value ........................... . 3705 􀁰􀁳􀁾 Range ................................... . 2085 􀁰􀁳􀁾 Average Strength........................
. 4755 􀁰􀁳􀁾􀀠Standard Deviation...................... . 517 psiRequired Average Strength to satisfyminimum probability conditions of ACI 318-89 Section 5.3.2.1 .............. . 4705
ps+Design excess beyond code requirements .. . 50 􀁰􀁳􀁾􀀠
MIDLOTHIAN CEMENT PLANT' 245 Ward Road· Midlothian, Texas 76065 • www.txi.com SPECIFICATIONS Portland Cement Type 1111 (Low Alkali) A.S.T.M. C150-97 J.R. Owens • being duly sworn deposes
and says; that he is Chief Chemist of TXI. Midlothian Cement Plant, who prepared the above report of tests and that the same is true and correct. Subscribed a d sworn to before me this
17th day of July. 1998 • •.􀁬􀀲􀀡􀁾􀀠Notary Public 􀁾􀁃􀁨􀁥􀁭􀁩􀁳􀁴􀀠• See ASTM C150 Table 1, Footnote B. K. C.COKER Notary Public STATE OF TEXAS My Comm. Exp. 10122198 
Concrete ProductsGRACE W,R. Grace &. Co, 2001 East Randol Mill. Suite # 115 Arlington. TX 76011 (817) 461·4101 (817) 459-1084January 8, 1998 Texas Industries, Inc. Dallas, Texas GenUemen:
This is to certify that DARATARD-17, a water-reducing set-retarding admixture, supplied by the Construction Products Division, WR. Grace & Co.-Conn., is formulated to comply with Specifications
for Chemical Admixtures for Concrete, ASTM Designation: C-494, as a Type B & D admixture; and the Standard Specifications of the Texas Highway Department. No chlorides or halogens are
added to DARATARD-17 as functional ingredients during manufacture. Material supplied for the above referenced project is identical in all respects, including concentration, to the one
originally submitted to and approved by the State of Texas, Dept. of Transportation. The above is in addition to and not in substitution for our standard Conditions of S!:ile 􀁰􀁲􀁩􀁮􀁴􀁥􀁾􀀠on
the reverse side hereof. Sincerely, 􀁾􀁃􀁾􀀮􀁴􀀮􀀭􀀨􀁾Tom C. Henson District Manager Subscribed and sworn to, before me, this 8th day of January, 1998 A.D. 􀁴􀁾􀀡􀀳􀂷􀁗􀀠Lorene B. Rasa,
Notary Public In and For the State of Texas We hOpe the informalion given here win be helpful. It!s based on oor best knowledge. ondwe believe II to he true ond accurate. Please read
at! statements, recommendations Of svggestlons heteln In coo.Iuctbl with our conditiOns ofsale which apply 10 011 good$ 􀀤􀁕􀁾􀀱􀁡􀁤by us. We assume no responslbill1y for the use of
Ihe$G stotemenls. recomlTl43'ndoUons, or suggestions, nordo we Intend them osc recommoodoHoo for ony use which would Infrlnga any pa1&ntOf copyright. 
Groce Construdion Products W.R. Grace & Co. -Conn. 4323 Criles Sireet P.O. Box 2585-77252 Hooston. 1X 77003 March 6, 1997 Texas Industries, Inc. ·1341 W. Mockingbird Lane Dallas, TX
76247.-6913 ,Gentlemen: This is to certify that WRDA with HYCO(, a water-reducing admixture, as manufactured and supplied by the Construction Products Division, W.R. Grace & Co.-Conn.,
is formulated to comply with Specifications for ClJemical Admixtures for Concrete, ·ASTM Designation: C-494, Type A (AASHTO M194, Type A). No chlorides or halogens are added to WRDA
with HYCOL as functipnal ingredients during manufacture. Material ,supplied for the above referenced project is Identical in all respects, . includirfg concentration, to the one originally
submitted to and approved by the State of 􀁔􀁥􀁾􀁡􀁳􀀬􀀠Dept. of Transportation. The above is in addition. to and not in substitution for our standard Conditions of Sale printed on the
reverse side hereof. Sinc;Y.ely,􀁾􀁜􀀬􀀺􀀠. \:lI2Ja C . 􀁾􀀮􀀠. Tom C. Henson District Manager' ! '--' Subscribed and sworn to, before me, this 6th day of March, 1997 A.D. • • We hope 1he infOfmOlion given here will
be helpful. II is baled O.fl o....t Oel! ltn.owledgl':t. 000 we believe il 1o be true OM oa:::u(OII':. PhtoJe reod ollltolemef"lh. te¢Qtt'UT\et'ldotlom oc-.l1.l9gevloM herein in conivncliort
wlih out condil1orUi of sale whkn opply 10 011 goodl.lupplied by u,. We Qu..,,'tie no respol"llibillty for the 􀁵􀁾􀀠of thele SlglemenlS. recommendolionl, or 􀁳􀁶􀁧􀁧􀁥􀁾􀁴􀁩􀁯􀁮􀁴􀀬􀀠(\Of
dowe intend lhem os (> (OCQrnmel'lda!.jol'lloc any ute wh'ch would !"(dnge any palel'l' or copyright" 
Grace Constn,u;tion Prodl,lcfs W,R. Groce & Co. 􀁾􀀠ConnGRACE 4323 Clite, Street P,O, Box 2585·77252 Hovslon, TX 77003 August 18, 1998 Texas Industries, Inc. Gentlemen: This is to certify
that Daravair 1000, an air-entraining admixture, as manufactured and supplied by the Construction Products Division, W.R Grace & Co.-Conn., is formulated to comply with Specification
for Air-Entraining Admixtures for Concrete, ASTM Designation: C260 (AASHTO M154). Daravair 1000 does not contain calcium chloride containing compounds as a functional ingredient. Chloride
ions may be present in trace amounts contributed from the domestic water supply used during the manufacturing process. Material supplied for the above referenced project is identical
in all respects, including concentration, to the one originally submitted to and approved by the State of Texas, Dept. of Transportation. The foregoing is in addition to and not in substitution
for our standard Conditions of Sales printed on the reverse side hereof. Sincerely, Tom C. Henson District Manager Subscribed and swom to, before me, this 18th day of August 1998, AD.
'7 #,􀁊􀁦􀁢􀀬􀁴􀁾􀁾􀀱􀀱() fI. ICtJ...d--r Lorene B. Raso, Notary Public LORENE B. RASa MY COMMISSION EXPIRES In and for the State of Texas Moreh 28. 2002 We heee 'he ;nfcl:1",oFon oiyen
hem will be helpful. i: is based cr, 􀁏􀁴􀀮􀁾􀀠ees' l;<";Qwledoe. end we oe!1eve ?, Ie be lrue ene cccvro!e. PieCle reod oil Slc:emen!s. 􀀨􀁥􀁣􀁯􀁭􀁾􀁥􀀧􀀱􀁤􀁥􀁬􀁪􀁣􀁮􀁳􀀬􀁑􀀨􀀠$Vgg;SliOr\5
herein in COr1;:;nclion 􀁷􀁾􀁨􀀠OUI CO,,0"'O'5 of sale 􀁷􀁾􀀺􀀻􀀬􀀠opp¥ ro all goods supo!ied by us., We cssume no responsibility for rhe use Qf these s:eTemen's. reCOr.'lmenOotions
or s!,;;,ages1ions nOf d:::: we infer-d 􀁴􀁾􀁥􀁭􀀠os 􀁾􀁥􀁣􀁯􀁭􀁭􀁥􀁲􀀬􀁣􀁃􀁬􀁩􀁯􀁮􀀠for cny use which would infringe cny pclenl or copyright. 
Concrele Products GRACE W.R. Grace 8r. Co. 2001 East Randol Mill. Suite # 115 Arlington. lX 76011 (617) 461-4101 January 8, 1998 (817) 459-1084 Texas Industries, Inc. Dallas, Texas Gentlemen:
This is to certify that DARACEM-19, a high range water-reducing admixture! as manufactured and supplied by the Construction Products Division, W. R. Grace & Co.-Conn., is formulated
to comply with Specifications for Chemical , 1. Admixtures for Concrete, ASTM Designation: C-494, Types A & F (AASHTO M 194. Types A & F). DARACEM-19 does not contain calcium chloride
or chloride containing compounds as a functional ingredient. Chloride ions may be prasent in trace amounts contributed from the domestic water supply used during the manufacturing process.
The above is in addition to and not in substitution for our Standard Conditions of Sale printed on the reverse side hereof, . :.+ . Sincerely, '.' 􀁁􀁣􀁾􀀮􀁾􀀠Tom C. Henson District
Manager Subscribed and swam to, before me, this 8th day of January, 1998 AD. 􀁾􀀯􀀬􀁲􀀱􀁾􀁾􀀧Lorene B. Rasa, NotarY'Ulic In and For the State of Texas We hope the Infocmollon given hera
wlil be helpful. It Is basad on our best knowledge. and 'We bellave 1I lobe lrua and accurote. Please read all statements. recommendolloos or $uggesliOt'\$ herein in conjuct/on wllhour
condifions of sOle whlch opply 10 oil goordS supplied by us,. We Ossume 00 te$pofl$lb!!ily for the use of these stol(}mGnts. recommendollon:>: Of wggeslions. nOJ do 'We Intend loom os
0 recommendolion IOf Clny use which would Inlfingeony p.olanl or copyrlghl. 
TEXAS INDUSTRIES QUALITY CONTROL DEPT. AGGREGATE SIEVE ANALYSIS Date: 07/15/98 Production Facility: BRIDGEPORT Size: 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" 1.72 98.28 0-5 95
-100 : %" 17.46 82.54 14" 55.43 44.57 40 -75 25 -60 3/8" 79.30 20.70 #4 97.20 2.80 90 -100 0-10 #8 98.83 1.17 95 -100 0-6 #10 #16 : #30 #40 #50 #100 #200 99.13 0.87 PANWT. Decant .89%
100% of tests: 161 Size: 67 PLANT: BRIDGEPORT Job: *--All JOBS....... 
SIEVE SIZE CUMULATIVE WT. RETAINED CUMULATIVE % RETAINED CUMULATIVE % PASSING REQUIRED % RETAINED SPECIFICATION % PASSING 2.0" 1.5' • 1.0" O/C" %" 3/8" #4 1.83 98.17 0-5 95 -100 #8 12.62
87.38 0-20 80 -100 #10 #16 22.25 77.75 15 -50 50 -85 #30 45.85 54.15 40 -75 25 -60 #40 #50 80.27 19.73 70 -90 10 -30 #100 97.74 2.26 90-98 2 -10 #200 99.57 0.43 97-100 0-3 PANWT. 2.61
Fineness Modulus TEXAS INDUSTRIES QUALITY CONTROL DEPT. AGGREGATE SIEVE ANALYSIS Date: 07/16198 Production Facility: AMBROSE (LATTIMORE) Size: Grading Designation: ASTM C-33 FINE AGG.
Project: --ALL TESTS..... Sample Location: , Decant: M.C. 5.3% S. E. 95.2% 100% of tests: 129 Size: 33 PLANT: AMBROSE(LATTIMORE) Job: .......ALL JOBS........ i 
Pioneer Concrete of Tex' , Inc. 240 Singleton Boulevard Dallas, Texas 75212 Date: 9/9/98 Contractor: Dietz Construction Project: Arapaho Road Bollards MIX SPECIFICATIONS: wtmEDesign
# 9363 ..&. 1. APPROvm Strength 4000 psi 2. APPROVED AS N!llED {CORRECTAND REllUBMIT) Slump: 5" Max. S. APPROVED AS NOTED (CONFlRM-RESUBMlmLNOTAEQUIREll) Air 3-6% 4. DISAPPROVED (REVISE
ANI) RESUBMIT) W/C Ratio: 5.04 (Gal/Sack) K.... rt.vc ! 0 􀁾􀀠I 􀀧􀁴􀀮􀁾􀀢􀀸􀀠W/C Ratio: 0.45 (Lb/Lb) REVII:wER DAlE Maximum Temperature: 90 􀁊􀀻􀁬􀀡􀁫􀁾􀀻􀀣􀁴􀀮􀁩􀀭􀀻􀀬􀀮􀀮􀀮􀀻􀀢􀀿􀁳􀀮􀀡􀁡􀀮􀁬􀀮􀁉􀁉
􀁕􀁒􀀧􀁲􀀺􀀺􀁦􀁾􀀨􀀢􀀧􀁟􀁾􀀢􀀢􀀺􀀺􀀭_______bRilXIliiATiON Concrete 􀁾􀁵􀁳􀁴􀀠be sampled per ASTM C-172. 8QltAUlQfS..NOTREUEVEtHE COIlTRACTOR FROM RESPONSIBIUlY Test specimens must be
made and cured 􀁰􀁥􀁾􀁬􀀺􀁩􀀺􀀮􀁬􀁉􀁊􀁩􀁬􀁴􀀻􀁭􀀮􀀠OMISSIONS IN tH.SE SUBMIlTALS AND FROM 􀁾􀁬􀁬􀁊􀁴􀁹fOfl 􀁃􀁏􀀡􀀡􀀬􀁰􀁜􀀧􀁙􀀡􀁾􀁾􀀠wltll. 􀁭􀁅􀁒􀀮􀁊􀁬􀁕􀁉􀁒􀁾􀁾􀀠Of tHIS MATERIALS
ASTM STANDARDS WEIGHTS Cement ASTM C-150 Type 5641bs. Cement Fly Ash ASTM C-616 Type Ibs. Fly Ash Coarse Aggregate ASTM C-33 #57 1" 1840 Ibs. C. A. Coarse Aggregate ASTMC-33 Ibs. C.
A. Lightweight ASTMC-330 Ibs. Lt. Wt. Fine Aggregate ASTMC-33 12681bs. Sand Fine Aggregate ASTMC-33 Ibs. Sand Admixture ASTMC-494 Type AorD 16.9 oz. Admix Admixture ASTMC-494 Type oz.
Admix Admixture ASTMC-260 3.7 oz. AEA Admixture Water 252 Ibs.--Water Quality Control Department 240 Singleton Blvd. Dallas. Texas 75212 􀀬􀁾􀁬􀁩􀁴􀁹􀀠Control Manager , Phone: (214)
651-8020 Fax: (214) 651-1810 Please send the test results from this job to the Quality Control Department 
o·􀁾􀀯􀁇􀁬􀁴Pioneer Concrete of Texas, Inc. 'I '4L Mix No.: 9363 Contractor: Various Strength: 4000 Job: Various Agg. Size: 1" Lab: Various Cement: 564 lb. Fly Ash: lb. Coarse Aggregate:
1840 lb. Coarse Aggregate: lb. Standard Deviation: 443 Fine Aggregate: 1255 lb. Average Strength: 4836 Fine Aggregate: lb. Admixture: 16.9 oz. ACI 5.3.2.1 Required average strength.
Admixture: oz. (i) 4593 psi AEA: . 3.7 oz. (2) 4532 esi Water: 252 lb. 28 Day 3 Consecutive Date Temp. Slump 7 Day 7 Dav 28 Day 28 Dall Averagil Average 11/11/97 71 4.5 3820 3740 5280
5110 5195 5028 11/21197 59 4.5 4680 5160 5110 5135 5085 11/21/97 59 5 4040 4730 4740 4735 5022 11/21/97 59 5 4400 4770 4810 4790 4887 11/24/97 64 4 4890 4890 5110 5570 5340 4955 112198
67 5.5 3910 4940 5120 5030 5053 1/16/98 55 4 3890 4900 4890 4895 5088 1/19/98 47 3.25 4220 5380 5390 5385 5103 1/30/98 66 5.25 3160 4170 4260 4215 4832 214198 71 4.5 4430 4180 5640 4730
5185 4928 2127/98 72 5 4080 5090 5010 5050 4817 314/98 68 • 4.5 3550 4630 4380 4505 4913 316198 68 68 5 4770 4630 6350 6080 6215 5257 3/30/98 80 5 3560 3640 4650 4420 4535 5085 4/14/98
89 4.5 3470 4490 4450 4470 5073 4/14198 70 5 3600 4310 4590 4450 4485 4/14/98 73 5 3200 4350 4470 4410 4443 4/20/98 70 5 4230 4210 4600 4640 4620 4493 4120198 70 5.5 3930 3900 4420 4530
4475 4502 4/20198 75 5 4720 4760 5310 5370 5340 4812 4120/98 78 5 4690 4770 5510 5650 5580 5132 4123/98 93 5 3480 3680 4810 4770 4690 5203 4/27198 80 5 4130 4010 5000 4860 4930 5067
4128/98 71 6 3730 3880 4750 4660 4715 4778 l·· 4129/98 64 5.25 3320 4460 4480 4470 4705 4129198 62 5.25 3310 4500 4410 4455 4547 4130i98 73 5.25 3320 3610 4500 4490 4495 4473 4130198
68 5 3720 3860 4750 4640 4695 4548 5/1/98 80 4 3420 3320 4220 4380 4300 4497 5/4/98 83 4.75 3230 3330 4790 4730 4760 4585 
---Pioneer Concrete of Texl"" " Inc. 240 Singleton Boulevard Dallas,Texas 75212 Date: 9/9/98 Contractor: Dietz Construction Project: Arapaho Road Sollards MIX SPECIFICATIONS: fJl.'¥iDesign
# 9363 >< UPPROVED Strength 4000 psi UPPROVED AS N01ED (CORRECTANll RESUBMfI) Slump: 5" Max. _ 3. APPROVED AS N01ED (COHflRM·RESUBMfTTALIIOTAEQUIRED) Air 3-6% _ 4. DISAPPROVED (REVISE
AND RESUBMfI) W/C Ratio: 5.04 (Gal/Sack) It..... grL.s-= /0-1'1.. _ "18 W/C Ratio: 0.45 (Lb/Lb) REVII:WER DATE Maximum Temperature: 90 liIoR!li'G'immiti1r;ViiOlON!1""...:"Z".ZI.lIl..M&:!....l.l:b....
..:..-._______ Concrete must be sampled per ASTM C-172. Test specimens must be made and cured MATERIALS ASTM STANDARDS WEIGHTS Cement ASTMC·150 Type 5641bs. Cement Fly Ash ASTM C·618
Type Ibs, Fly Ash Coarse Aggregate Coarse Aggregate ASTMC·33 ASTMC·33 #57 1" 1840 Ibs, Ibs. C. A. C. A. Lightweight ASTMC·330 Ibs. Lt. Wt. Fine Aggregate Fine Aggregate ASTMC·33 ASTMC-33
12681bs. Sand Ibs. Sand Admixture Admixture Admixture ASTM C-494 ASTMC-494 ASTMC-ASTMC-260 Type Type AorD 16.9 oz. Admix oz. Admix 3.7 oz. AEA Admixture Water 252 Ibs. Water Quality
Control Department 􀁾􀁬􀁩􀁴􀁹􀀠Control Manager 240 Singleton Blvd. .I Dallas, Texas 75212 Phone: (214) 651-8020 Fax: (214) 651-1810 Please send the test results from this job to the
Quality Control Department. 
o·􀁾􀀯􀁇􀁉􀁕./'4LPioneer Concrete of Texas, Inc. Mix No.: 9363 Contractor: Various Strength: 4000 Job: Various Agg. Size: 1" Lab: Various Cement: 564 lb. Fly Ash: lb. Coarse Aggregate:
1840 lb. Coarse Aggregate: lb. Standard Deviation: 443 Fine Aggregate: 1255 lb. Average Strength: 4836 Rne Aggregate: lb. Admixture: 16.9 oz. ACI 5.3.2.1 Required average strength. Admixture:
oz. (1) 4593 psi AEA: . 3.7 oz. (2) 4532 psi Water: 252 lb. 28 Day 3 Consecutive Dale Temp. Slump 7 Day 7 Day 28 Day 28 Day Averagll Average 11/11/97 71 4.5 3820 3740 5280 5110 5195
5028 11/21/97 59 4.5 4680 5160 5110 5135 5085 11/21/97 59 5 4040 4730 4740 4735 5022 11/21/97 59 5 4400 4nO 4810 4790 4887 11/24/97 64 4 4890 4890 5110 5570 5340 4955 1/2198 67 5.5 3910
4940 5120 5030 5053 1116/98 55 4 3890 4900 4890 4895 5088 1119/98 47 3.25 4220 5380 5390 5385 5103 1/30/98 66 5.25 3160 4170 4260 4215 4832 214/98 71 4.5 4430 4180 5640 4730 5185 4928
2127/98 72 5 4080 5090 5010 5050 4817 314/98 68 4.5 3550 4630 4380 4505 4913 316/98 68 5 4no 4630 6350 6080 6215 5257 3130198 80 5 3560 3640 4650 4420 4535 5085 4/14/98 69 4.5 3470 4490
4450 4470 5073 4/14/98 70 5 3600 4310 4590 4450 4465 4114198 73 5 3200 4350 4470 4410 4443 4120198 70 5 4230 4210 4600 4640 4620 4493 4/20198 70 5.5 3930 3900 4420 4530 4475 4502 4/20/96
75 5 4720 4760 5310 5370 5340 4812 4/20198 78 5 4690 4nO 5510 5650 5560 5132 4123198 93 5 3460 3680 4610 4nO 4690 5203 4/27198 80 5 4130 4010 5000 4860 4930 5067 4/28/98 71 6 3730 3680
4750 4660 4715 4n8 4129/98 64 5.25 3320 4460 4480 4470 4705 4/29/98 62 5.25 3310 4500 4410 4455 4547 4/30/98 73 5.25 3320 3610 4500 4490 4495 4473 4/30/98 68 5 3720 3860 4750 4640 4695
4546 511/98 60 4 3420 3320 4220 4380 4300 4497 514196 83 4.75 3230 3330 4790 4730 4760 4585 
HUllT-ZOLIARS Huitt-Zollars. Inc. /3131 McKinney Avenue I Suile 600 I LB 1051 Dallas, Texas 􀀷􀀵􀀲􀀰􀀴􀁾􀀲􀀴􀀸􀀹J214/871·3311 { FAX 214/S71-0757 October 12, 1998 Mr. Robert D. Weber
Ed Bell Construction 10605 Harry Hines P.O. Box 540787 Dallas, TX 75354-0787 RE: Arapaho Road -Addison, Texas Dear Mr. Weber: Concrete Mix Design # 9601 IS approved fur sidewalk: construction
on the Arapaho Road reconstruction project. Concrete Mix Design # 8273 caonot be approved at this time due to a lack of test results for the mix. Please provide the appropriate test
data for review and approval. Please feel free to call ifyou have any questions. Sincerely, HUITT-ZOLLARS, INC. £... ..d. 􀁾􀀮􀁾􀀠Kenneth A. Roberts, P.E. Vice President Copy: Jim Pierce,
P.E., Town ofAddison H:IPROMJ 177201IEDBELLA.DOC Dallas I Fort Worth I Houston I El Paso I Phoenix JTustin f Ontario JAlbuquerque 
ED BELL CONSTRUCTION COMPANY POST OFFIce BOX 5407a7 1DeO# HARRY HINES DAI.1.AS. TeJ<I\$ 763114-0787 OAl..Uo,8, TEXAS TS:!20 September 30, 1998 Mr. James C. Pierce, Jr., P.E. Assistant
City Engineer Town ofAddison P.O. Box 144 Addison, Teus 75001 Re; Arapaho Road Reconstruction Addison Road to Dallas North TQllway Town ofAddisan Dear Mr. Pierce; EnclQsed for y<lU review
and approval lire our concrete batch designs from Texas Induslries lor 3QOO psi (design # %01) and 650 psi flex (design 1# 8273) concrete. Our specialty concrete subcontractor inteudz
to utilize design # 9601 fur the sidewalk and ADA ramps and design # 8273 for the concrete pa.vement with the sand blast:finish.. Please inform us ofyour decision regarding these designs.
Ifyou have any questions regardiDg this infonnafloll, oon't hesitate to contact onr office. Sincerely,mCDtncOIDP: Robert D. Web"" Project Engineer CODE: 1. APPROVED K !.APPROVEDAS NOlED
(CORRECTAND RESUBMIT) 3.APPROVSIl AS NOTED (COIIfIRIMIESIlBMITTALNOTREQUIRED) 4. DISAPPROVED DISAPPROVED (RE1IISE AND RESUBMIT) le-11.-36􀁾􀁦􀀧􀀠rt...t..CREVIEWER DATE APPROVAL DOES
NOT ReUM TIlE COIIlRACTOR FROM RESl'{)NSIBIUTVfOR ERRORS AND OMISSIONS IN TIIEst: SUBMITTALS AND FRDM =rUTV @R 􀁃􀁻􀀡􀁉􀀬􀀡􀀡􀀧􀁾􀁙􀁉􀁎􀀹􀀠Wmt 􀀱􀀡􀁉􀁅􀀬􀁒􀀬􀁅􀁟􀁱􀁕􀁉􀁾􀁾􀁾􀀠Of ll!1$
J\If EQUAl. Of' F>OR'TUHITY EMPLOYER 
131.1 September 24, 􀁾􀁓􀀹􀀸􀀠lII'oxth '1'W(as' l301IIa:rd!!.e 1.1107 Mo:r.:d.acn LQnc 􀁄􀁾􀀱􀁬􀁡􀁳􀀣􀀠TX 75229·5608 􀁾􀁴􀁾􀁮􀀮􀀠􀁾􀀮􀀠Fred 􀁾􀁡􀁩􀁬􀁥􀁹􀀠D, 􀁁􀁬􀀺􀀧􀁾􀀠Il.oad atn:eet.
SoapeAddlson .\1&01 ' . :. 􀁾􀀬􀁥􀁮􀁳􀁵􀁲􀁥􀀠that 􀁾􀁥􀀠􀁥􀁯􀁾􀁲􀁥􀁏􀁨􀀠􀁾􀂥􀀠􀁾􀁳􀀠delivered to your p:ojeot.plealN ONOl:" by the lItJ"t 4eaign 11UII1ber which a,ppeoars 􀁾t,h.. uppel:"
I.eft b.<u>d corner of the 1Idx <1._1911. '" ,, . ,', Texas 􀁴􀁾􀁴􀁲􀁩􀁥􀁪􀁩􀁬􀀠ee:d;.if1.ell that the above mix design: when ordered by Speoi£ied design iii!entity. and deli1le:red
􀁾TX!, will 􀁾􀁥􀁴􀀠Or «xoaed the indicated design strength at the Qia1SR«t:ed age when t ••ted in accordance with the applicable agd.curr6nt:ASTM 􀁓􀁴􀁾C 31, e 39, C 78, C 172. C 293.
aPPlicable provl¥lona of C 94, and evaluated in .ecordanee 􀁷􀁬􀁾􀂷􀁡􀁰􀁰􀁬􀀡􀁥􀀮􀁢􀁬􀁥provis1Ql.'\$ of tM ACr 318 Bui1ding Code. :". 't'ICI would U . .I<8 to be :l.ncluded on yow: mailing
11&':; 'to rGce.ive all tCliIt reports. l'ISl'M C 94 􀀶􀁬􀀧􀁬􀁴􀀺􀁩􀀮􀁾􀁬􀁥􀁳􀀠a man....£...ct.ct.urilr to :re<:eive cCIJ'ies of. ..11 L",r.L .t:..port. ",].,......t.....,..£Il1> off
􀁾􀀱􀀱􀀨􀀡􀀮􀁩􀀺􀁥􀁴􀀮􀁥􀀠'i" us...cl .... & basis 􀂣􀁯􀁾􀀠aC::C"ptlltlee. . COJ:1tact UJ;I if you have 'ion}" q\les!d.Qtl8 u:r r,"''llllre aUir :ii.ddition81 infonlat:ion. Plea... notify
'rXl: of ""l'roval (If t:lufl," p:i:'Op(;:lsad miX des.l.en prior to u.s U$O!. Fii.i1W'e to not:ify u.. prioj:' .to first 􀁰􀁬􀀮􀁡􀁾􀁉􀁉􀁉􀁾􀁴􀀻􀀮􀀠_bAl.l collBtil:\lte ac.c.c;pt.anee..
'l!o _sw:. 􀁴􀁾􀁴􀀧􀀠't:.M. plfOPeriDix d..£!iJlJ is o%deredr please send a ,?Cl'Y ot I:hip 1,el:.I:.r, after. approval, 1:0 the above rl!OCueo.ceQ proJect to be usea peraon 􀁣􀁮􀁤􀁥􀁾􀀠th..
CO!1e3:'et!e f07: this :lob. .:' ,; 􀁾􀀠the ; ;. S1J'1cerel.y. TXI Operations. LP 􀀴􀀨􀁪􀀮􀀮􀁦􀁡􀁾􀀠Michae:1 A. Cal.dlU'Cllle,Manager • Q.A. I Q.C • P.B. ...... ._"'--........-.,' ..
, ----"---_.........,...... .. 
􀁟􀀮􀁾􀀠__ 􀁾􀀠..... _ ••• _ , __ •• _ ...... .. ......... , 􀀼􀁾􀀠.... ·_. ______ ........ ___ .. ___ .. 􀁾􀀠.; ......:t • .,. __􀂷􀁾􀀠..'...·:; .. A' .... I •••" ............ 82'13
S.SOSK APMXX/ASA 1"OS GSO p.... • :as Days MATIilRlAL OUAN'tX'r , , lbs. _ ...... e 1$0 nPE ..􀀺􀁴􀁾􀁾􀁾􀀬􀀠1. 1" -'4 CROSmw &rom: CQNCRInS SAND ;<5 • 0>:: 3:1..0 Oa11oM of W».t.er o
to 4' • 11 oBII:J>I'C 􀁏􀁾􀀠M'l'M e-494 '1'yp.. A tf!ed Air 􀁃􀁯􀁮􀁾􀁾􀁴􀀺􀀠3.o, -6.0% acement 􀁓􀁬􀁾􀀮􀀠. 3.00 + or'-1.00 Mix .4J: 9601 DIUI<:ri.pt:j"Oll: 5.50SK ADMrx/AEA l"CS salsa
MIX StrexL\lt:h, 3000 􀁾􀁳􀁩􀀠• 28 􀁾􀁡􀁹􀁳, SIDEWALKS Maximum OoaXae Aggregate, 􀁍􀁾􀀱􀁜􀀧􀁉􀁕􀀱􀁉􀁬􀀠Water/Celllent Itotio;cement/cementitioua 􀁃􀁯􀁮􀁴􀁾􀁌􀀺􀀠Maxi_ Placement Slump,
Air gutrainil:lg 1Igent:MlIlixture I ,).tATlmlAL OUAN'l'I'I'IBS I'D 1.0 COliItc 'r.IU!D AT &.8.11 517 !be. AS'l'M C l.!:iO TYl'E I (:sMEN'r 1550 lba. 1" -I. C!WBBlW STOtm 1535 lba. CONClUIi'm
SAHD 283 1»... or 34.0 Gallons of wat.r a.o to 4.0 o:/qwL of ASTM C-.94 􀁾» 􀁓􀁧􀁥􀁣􀁾􀁦􀁩􀁥􀁤􀀠Air Cont.nl:: 3.0% -􀀦􀀮􀁏􀁾􀀠. Pl."'eulent 􀁂􀁬􀁾􀁲􀁯􀁰􀀬􀀠to .00 • cr 􀁾􀀠1.00 inches
, ......_._-----.... _-.......... ' 􀁾􀀠.. jlt".,.. ••,..n 􀀧􀀧􀀧􀀧􀀮􀀧􀀧􀀧􀁋􀀬􀀮􀀮􀀮􀀮􀀭􀁾􀀮􀀠,_••«"'''.'_.,-,.... ,..,."' ...... -...."'10-' i 
M" _,: ___ ",':':"';''; ..., ••-•• We are el>.Closing aU, Ilvailable back up datil f.or th.. re'faz:enoed miK 4eelg:nre). If the strangt.h infon'lat1on 1:6 not a"nlilable, or is insufficient,
c:=fi"IIlAt:1on testa may M"" t:a ba agnductsd by your l.Bbo:ra.t:ory. ' ' " .........." "..,'_A_.􀁾􀀬􀀮􀀠,.,' L":":_',:.;,; 
--___ ...... ___ .... ____ ...... _ .... "" ........ _ ..... __ ............ ...·.;-* ........ l.('oo.'+ ..... 􀂷􀁉􀁩􀁊􀁾􀁾􀂷􀁟􀀠"'_ __ ___ .. 􀁾􀀠_.• _.• , '. '. . ' . -.-.,... ....
I' ,,' , LWd.ria _fa __ 1l£M _ 􀁡􀁵􀁾􀀢􀁾􀁬􀁡􀀠􀁾...... Te'•• t , I."'. t 'I' ... 􀀮􀀮􀀮􀁥􀁾􀀠AojIIo • , , ..... 􀁾􀁴....J: .....thr 10"", • " __. ,. , J • ..,_..._ .0:• -.. .............
􀁦􀀮􀁾􀁾􀁊􀀠.blQRCGt: hl:"!1IM. ............ _ ..... 2 • .,. ......--..---, 􀁾􀀱􀀮􀀬􀀮􀀠 􀁾t .. _ __a..... ---,Mblmw 􀁾􀁈􀁴􀀧􀀮􀀠....... fh • HIt 􀁾􀀠_of 3 $l_l..... ..........._.....
,n --.......,. ..-----_... ................ ...􀀬􀀻􀀮􀁾.............. ..........---...., 11.1'10/.0 J.SO :I .... JU. ..u. ..... , lIJrJ' H.• ."11"'" 1> .,. ..•• ,.00 -.... Q" 􀁾􀀠􀁾􀀠:'.1.1.11
,. 􀁾􀀠• OVU/K .. ,. ,.. ..,. 􀀮􀁾􀀢􀁦􀀠fila .... 􀀮􀁾􀀬􀁡􀀠....0 ;;.-.... I. I nIB/II n .... .,/.. .... ..... 1tJ.J; ··"u. lu' ,Q tl:/lf/M .. •• .. 4,'. WI" .ut) .01)1) :tliM I. I •
tlJ/r.'J/SS J02 .. ..... .... .... .,.. ..􀁩􀁾􀀠""In 50&6 ,. U .. BfA ..... ''',n, 43.. ...• 􀀡􀁉􀁓􀁉􀀧􀁾􀀧􀀢􀀠" ,Q 􀁾􀀬􀀬􀀬􀀠..,.. ..., -• ..Iff'" .u 4.011 .... 4 --.... "10 􀀮􀁾􀁮􀀠-.-ili"
,1.Il.S/n ... $." .... .... .Ue: ..n, i:41,;; .... '"•• 3>-t. li.aD ••it .!aslt 􀁾.. .04. ..,... ..... , •• 􀁾􀁊􀀢􀀧􀀢􀀠•• ••• U ....,..,.. .. ,. 1.00 rt/'1o aliI) ..,. S'l-!I :(-.....
,9 12 􀀢􀁉􀀾􀁏􀀯􀁾􀀧􀀠R I. ..•• 1II.1tD ",.. 011<1 5')"" "., ' ',..,. S04;lt 1. u OUt 􀀮􀀬􀁾􀀮JUOu .."',,,. ., •• Ii,.GV "*"\ s:ut "'7 .. ......",._. ...... _.......... Tl 4.tt.. '"Of􀀭􀀭􀁾􀀭:
..' .. ," ",. .' ,. " ",' ' " . :" . ." ," .. :: . ." ._h ---'"-_.............__-.":---.-.'t..􀀭􀁟􀁾􀁾••••• _ ---•• " •• , •• --... 
...􀀭􀀮􀀭􀀮􀀬􀀮􀀮􀀮􀀮􀀮􀀮􀀮􀀬􀀭􀀭􀀭􀀬􀀮􀀮􀀮􀀮􀀮􀀮􀀮􀀮􀀬􀀮􀀼􀀪􀁾􀁾......... -.. ' . .. ..,./.. _,. -...._.-_....􀁾􀀠.......--.-.. .. -..... 􀁾􀀠... '"'---_ ...,.-.........._-..-------------_.....
-..... 􀁾􀀭. .... " Xix II.., .60l. " ""I:agraph S.S of ACl: 3:18·19 provlC1_ thllt as data bOCCtI\e5 IOIv..n ...bll,!t <:lu:oi.!ls' "'.:.n<!It"u""U,,,,u, t.he A_I.. b.l; which (I'"..
or) mU$t ... .' .xClee.a the specified valu.e C)f (PIe) may De 􀀺􀁲􀁪􀁩􀀺􀁤􀁴􀁴􀁾􀀴􀀮􀀠p:rovicle.d, , , '.(al 30 􀁯􀁾􀀠more test 􀁾􀁥􀁾􀁬􀁴􀀦􀀠are available 􀁾􀀶􀀠􀀮􀁖􀁗􀁾􀀠of 􀁾􀁏􀀢􀁴􀀠􀁾􀀮􀁾􀁬􀁴􀁳�
�excaeds that required by SeQei¢n. 5,3.2.1, using a .t.nda%d deviation calculated in 􀁡􀁯􀁣􀁧􀁾􀁥1:'1th Selil't£gn 5.3.1.1, or . ' (1)) 15 to 􀁾􀀺􀀾􀀠test. re.eultB are available and
..verage:' Qt cast: 􀁺􀂷􀁯􀁳􀁾􀁬􀁴􀀺.......«lads that 􀁲􀁥􀁾􀁾􀁲􀁥􀁤􀀮􀀠by tia<:t;!,on 5:3.2.'1, uaing a DLundard deviation calculated in 􀁡􀁣􀁣􀁴􀁴􀁲􀁾􀁯􀁥􀀠yitb 􀁾􀁴􀁬􀁾􀀠$.3.1.2.
:' . : 1 􀀮􀀪􀁾.....**••􀀪􀁷􀁷􀁟􀁷􀀮􀁾􀀮􀀧􀀮􀁾􀁁••**••*••••••􀀪􀁾􀀫••******** " " lJ1lable t.o caleulaL.. BL&.nd!u:d 􀁤􀁥􀁶􀁊􀀮􀁡􀁾􀀱􀁃􀀱􀀱􀀻􀁬􀀬􀀠due 􀁾􀀠.. • • ' 'It .. to the t.ot
that less eGAn 16 ceate 􀁥􀁾􀁩􀁯􀁴􀀠..* . :. 􀁾􀀠*•••**•••••*.*.* ••• *.** •• 􀀪􀀪􀀪􀁾••••* •• 􀀪􀀮􀁾.........l.•• StIJIJIWtY or lS'2'A'nnxc.ar. A!QJ;TSU a8 D&:r 􀀧􀁚􀀢􀁉􀁉􀁾􀀠1I&t.
. H'\lltibtJ.. f.Ji 􀁔􀁥􀀹􀁾􀀮􀀮􀀮􀀮􀀠.. .. .... '" I'-...... • .. .. 13il " _ ... '" " • • , 􀁾􀁢􀁜􀁖􀀮􀁉􀀧􀁮􀀠valu:•. "1 ......... " " ..................... , .... 5,7.5 p • .i M.i.nitm.Ull
valu.e .. ......... ,. ............. " , ...... , • . .. .. .. .. .... :34:10 􀁰􀁥􀁾􀀠 􀁾􀁥..... "................. "................. Jt .. .......... :;a:a?S psi , '1 Average 􀁓􀁴􀁾􀁯􀁮􀁧􀁴􀁨••....
•••..•••••.••••• ; •• 4718 p8! 􀁒􀁥􀁾􀁩􀁲􀁥􀁤􀀠􀁁􀁶􀁡􀁲􀁡􀁾􀁥􀀠􀁓􀁴􀁲􀁾􀁧􀁴􀁨􀀠to 􀁾􀁡􀁴􀁾􀁳􀁴􀁹􀀠, aia:i1llU1I1 proJ::lAl:>1l1t:y ClCmditiOI'l$ ot ACl: 318-89 section 5 .. 􀁬􀀮􀁡􀀮􀁾••••••••••••
; •• Design cxcees 􀁬􀀺􀀾􀁡􀁾􀀠"ode :r:equ1.rC1llC.llU: •• , .' ._---'--_..._.........•.. 􀁾􀀠 
ED BELL CONSTRUCTION COMPANY POST OFFICE BOX 5401a7 loseS 􀁉􀀱􀁉􀁜􀁒􀁾􀁈􀁉􀁎􀁅􀁓􀀠 DALLAS. 1'I!J(A$ '16354-0787 OAI.I..As. TEXAS 7lI220 September 30,1998 Mr. James C. Pierce, Jr., P.E.
Assistallt City Engineer ToWll ofAddison P.O. Sox 144 AddiS<lD. Texas 15001 Re: Arapaho Road Reconstruction Addison Road 10 Dallas North Tollway Town ofAddisan Dear Mr. Pierce; Enclosed
for you review and approval ilIe our ccncrele batch designs ftum Texas Industries for 30.00 psi (design # 9601) and 650 psi flex (design 1# 8273) concrete. Our specialty concrete SIlbcontnctor
intends to utilize design # 960 1 for Ill<:: sid_alk and ADA ramps and design {# 8273 for the eoncrete pavement with the sand blast finish. Please inionn us ofyour decision ,egarding
these designs. Ifyou have any qnestions regarding this infonnatiOD. don't hesitate to contact our office. Sincetely,mCDtnCOIDP: 􀀢􀀢􀀢􀀢􀀢􀁃􀁏􀁄􀁅􀀺􀁾􀀢􀀠RobertD. Weber UPPROVEOProject
lmgineer ...x 2.APPROVED AS N!lIED (CORRECTAND RESIlBMIT) 3. APPROVEO AS NOlED (CONFlJ!M.RESUBMITTAL NOT REQUIRED) 4. DISAPPROVEO (REVISE AND RESUBMIT) Il, r2.JM r [9-I k 16 REVIEWER
DATE APPROVAL DOES NOT RElJEVE lifE CONTRACTOR FROM RESPOIISIBllITY fOR ERRORS AND OMISSIONS IN lifESE SUBMITTALS AND FROM =rUTY FO.l1 􀁾􀀱􀁰􀁊􀀡􀀧􀁾􀀩􀀧􀀢􀀧􀁦􀁉􀁴􀀱􀀠Willi. 􀁔􀁬􀁉􀁾􀁊􀁉􀀮􀁅􀀭􀀬􀀡􀁕�
�􀁾􀁦􀁉􀁭􀀠Or TIllS All eQUAl.. OPPORTUNITY EMP1.0VER 
., '341 .. .,.September 24, 􀁾􀀹􀀹􀀸􀀠Ho%th T.xas· 􀁾􀁾􀁥􀀠11.107 MI>:r.rhrou Uno 􀁰􀁾􀁬􀁬􀁡􀁡􀀮􀀠TX 75229-5608 Atl'.n. 􀁾••red 'Bailey R2. Arapaho Road st;:roeet. $cape. Addieon ,ltli01
. . :. To ensure that the <.!o=",eio 1II1x 1s del:!.verad to your projfit"'!:' pIe••• orie%' 111 the .,ix &!ta1.gn n\llllber whicb. appears 􀁾t.h.. upper1eft bAn(/. co:rnor of th. 1Icl..x
clasign. "" .'. . . . TeXas In4ustries a"rl:ifJ.es that thEl abova lIli2r: Clesign : wh"n 􀁯􀁲􀁤􀁥􀁲􀁾􀀼􀀡􀀠by Speoified design identity, and de1111'e:red 􀁾TXI, wiU 􀁾􀁥􀁴􀀠Qr 6Xceed
the indicated design 􀁳􀁴􀁾􀁨􀀠at the 􀁡􀁥􀁡􀁩􀁾􀁴􀁥􀁤􀀠age when to.ted in accordance 􀁷􀀡􀁾􀀠the applicable and·eurrtnt AS'l'K 􀁓􀁴􀁾C 31. , C 39, C! 78, C 1'12. C 293, aj;lplii;:.aRle
provlllicns of C 9<1, _d evaluate.;! in 􀀢􀁃􀁃􀁬􀁯􀁾􀁥􀁥􀀠w1th' a.pplic4bleprOVisions Qf the ACl: 3:1..8 Building Code. :", 􀁾wou14 􀁬􀁾􀁥􀀠􀁾􀁯􀀠be included on your 􀁭􀁡􀁩􀁬􀁩􀁾􀁧􀀠􀁾􀁩􀁳􀁴􀀠't6
rece:tvo all test reports. .l't./n'H Q 94 􀁥􀁴􀁊􀀮􀁴􀁩􀁾􀁬􀁥􀁳􀀠a 􀁬􀁉􀁩􀁡􀁮􀁾􀁦....cturer to rece:1ve copies of 􀁾􀀱􀀱􀀠L"'I'..L ",·"por". wJa",....t....,dli/L!, 􀁯􀁾􀀠CoJ'1cs:etc:
i .. U'9ad .." & basie for aoceptaAee. Contact Ul;I 1.£ you have 􀁾q\lest.i.ont! 0:'-'l:'p.<Iu1r., any 􀁾􀁈􀁯􀁮􀀯􀀻􀁬􀀧informaUon. 1:>l..,.s. notify '1'Xl: of "'tIproIfal of the, 􀀧􀁰􀁾􀁥􀁤􀀠mix
de.llign prior to its USoJ!. F4ilure to notify 'Us 􀁰􀁲􀁩􀁯􀁾􀀠.t9 f1:t"4t p1ace_n!: .be.ll coJ>Bt:!I;u.te a=cpt....c:e. '1'0 􀁾􀁵􀁲􀁥􀀠tha.t. t.h<o properIUix a.dsn :1.l1li o.rder.ed,
please Beuld a CCJl)Y of 􀁴􀁨􀁩􀁾􀀠:I..et:.ta-r, afee:: approval, 1:0 the above noterenceQ pzo;jeC£:. to be usecl J:iIy t;he : person o:r:de.Ting the 􀁣􀁯􀁮􀁥􀁬􀁴􀀧􀀾􀀡􀁾􀀠for this job.
.:'.; " , S1ncere1y. TXI Operations. LP 􀀯􀀤􀁉􀁪􀀮􀀮􀀮􀀨􀁡􀁾􀀠Michael. JI.. Caldruo:ne, 1'.B. MAnager. 0 • .1\. I Q.C• ...... . ... ...-􀀭􀀭􀀭􀀮􀀬􀀮􀀭􀀭􀀭􀀮􀁾􀁾􀀠--.....;"---...'1-••
􀀭􀀭􀁾􀀬•••---_. 
42')3 S.SGSX 􀁁􀁄􀁾􀀯􀁾􀀠1"CS 650 pai • 28 Days C'lr<m PAVDiG (ASTM OS CRUSaBl) STOIil:E ; Ilnl/l.bCl.'lbie yard) I Mix 4J, 9601 De.s<ni.pt'.:1on: 􀁾􀀮􀀵􀀰􀀵􀁘􀀠ADMtX/AEA 1"CS SO/50
MIX Btre.tl9th: 3000 psi • 2& Days, SIDEWALKS Maxi.mum Co;u'ille Aggregate l Maximum Water/Cement B.tio;cement/cementitioUQ 􀁃􀁑􀁮􀁃􀁥􀁵􀁾􀀬􀀠Maximum 􀂻􀁬􀁡􀁥􀁾􀁴􀀧􀀮􀀠Slump,Air Bntrainins-Agent:Adll
l1xture I .Io!ATBR1AL QU'ANTI'l'lBS 1'1m :3.. II CUBtc YUD AT S.8.t:l 51.7 The. ASnf C 1!:;O TXl'K i Q:M!tN'1' 1550 lbs. 1" -t4 CRUSBEJ) Q'J:oem 1.53S lba. 􀁾s.lIRtl 263 lbs. 0>: 34.0
GalIena of wat:er 2.0 to 4.0 oz/gwL of ASTM 0-494 Sp..clfi1!ld Air cone.nl::: 3. 0% -C;. O\' 􀁰􀁬􀀮􀁣􀁾􀁣􀁮􀁴􀀠Slump, ••00' or -1., DO inchta.. ...,. -_. 􀁾􀁾.....􀀭􀁾...---. .,.,. ...
" 􀀮􀁾􀀮􀀬􀀮􀀮􀀮􀀮􀀢􀀧􀀧􀀧􀀧􀀧􀀧􀀧􀀧􀀧􀁾􀀧􀀧􀀧􀀧􀀮􀀧􀀧􀀧􀀧􀀧􀀧􀁾􀀧􀀧􀀧􀀧􀀻􀀩􀀧􀀧􀀧􀀮􀀧􀀧􀀻􀁑􀀡􀀬􀀢􀀢."".......􀀭􀁾􀀼--..-....' ',' ._
--We al:'e eneJ.osing aU llvaUable pack up data !lor tba re'f.z:..nced ttd.!ic <lesig:n(e). If the 􀁡􀁴􀁾􀁨􀀠infontation :is! :r>01:\ av&llahJ.e, or :is inauffi<:ient:, c:ouf':l.ru2II.I!1on
teata may ""..,e to be ccmi!u.;:ted by your l.aboratory. : . ...._ ........ I '" u " • __._._. .....􀀭􀀭􀁾􀀠.......... 
􀀧􀀢􀀧􀁾􀀧􀀧􀀧􀀮􀁾􀀧􀀧􀀧􀁾􀀧􀁾􀀧􀀧􀀧􀀧􀀧􀀧􀀧􀀮􀀧􀀧􀀧􀀧􀀧􀀧􀀧􀀠.......___ .. r 􀁾􀀮􀀠M" •• " .' . C42I ftIU: M"I « , .' 􀀬􀀮􀀮􀁟􀁾􀀠.. 􀁾􀁴....t. ,,-0.. ,.., Tad., • , ••_ I' 􀁾......
...t ---.u., no, p.t. • It hp. ,. '.'.. """'_.... . . -". 􀀮􀁾􀁾􀁾􀀩􀀠_ ........... 2. 1iiIlIf" 􀁾..􀀭􀀮􀀻􀀮􀀮􀀮􀁬􀀢􀁾.... Qt!Ml.*t;f",. -...--􀁊􀁕􀁬􀀮􀁢􀀱􀁾􀀠􀁾􀁊􀀧􀁾􀀠.......ti..)
"'At. HI:. _of3 """Sa ..-..... 􀁾􀀠􀁾􀁾􀀭􀀢􀀠---mA ... ... .--..................... ............. -_....-..􀀭􀀭􀀭􀀭􀁾...... ... ........... ...........-............ .........._-----r
11IIo/IC n ,.•. .tl'. 611. ..... ZOO• •• '.n _. . '''0 :a ...,..,... ,. .,. .. ..... Wno 5319 • : 'ttn.i ,., 􀁏􀁖􀀾􀁾􀀢􀁃􀀠􀁾􀀮􀀠Ii!> n ...,. ",", ..... .....IS .,bO '::4fta ..􀁾􀀠,.
-•• I f12/lti/J(i J1 .. .... ",.. IU' ..... In!! ·'-Au. SUi n 411•00/../0<1 21 .. 􀀴􀀬􀀧􀁾􀀠-p. .... .... 'th4 ....; t. I M/O)j,,, U .,.. ..... ..... d.s "tD 541.0 ,.• •• '.ft .,'.:
H/WfIO U ,·.3 "" .. .... KIa ..... .... 1,,70 · ..'a. ... ,• ""'" I?}tf/,7 .u .... 4.ft .".. .&111 "1ft ':'fit1i -,_. I. OVI.VII $,:10 􀁉􀁩􀁾􀁡􀁡􀀠.... t ... : i:"," ,.,.I .'UQ". ".••
.... 'N', 􀀮􀁾... .,.􀁾􀁾􀀠to 􀀮􀁾􀁏􀁬􀁬􀀠•.n ,tu". .".,.4"" n "'Ol/t8 n .. •• ....0 .... .... "lJ! 􀀮􀀺􀁾􀀠'4'" I • n •C/>O/•• n •• II •••0 """ on. 􀁾􀂻􀀠"'t! ...,. u.:.> t. u ",/a.7j,.
41 .. ..... a.tIit .,.., suo suo .u_ 5.1.7 ..•• """ ............. -_.......-Tl ,. .... 4.0\ : ---., " ," .' c. :;,' . ',' ,. " . '. ., . ..􀁾􀀺􀀧􀀠. ' •._ ..... __w .. • ...... _ ........
___...... ••• ' 􀁾􀀭􀀧􀀭􀀧􀀭􀀭􀀭.."" ..." ....-. .. 0 •• _ ••'"". 
􀁟􀁾___u .... ' .., '-' ' '. " " 􀁰􀀮􀁾􀁡􀁧􀁲􀁡􀁰􀁨􀀠5.5 of ACI 318,89 provldes that as 􀁤􀁡􀁾􀁡􀀠􀁢􀁏􀁾􀁥􀁳􀀠1I",.11",b1 e d.ut":iloa ""'Mt>:u(;t.l<:>u, 􀁾􀁨􀀮􀀬􀀠AII\6w)L b.l/: 􀁾􀁨􀁩􀀬􀀧􀀻􀁨􀀠(I"
or' mU4t: , ' 4Ixecei! the spec.lf.l.ed vjll\le of CP' c) may be 􀁲􀁊􀁦􀀺􀁤􀁵􀁾􀀴􀀮􀀠prc"'icied: " (a) 30 Or more test reeult:& are 􀁡􀁾􀁩􀁬􀁡􀁢􀁾􀁥􀀠􀁾􀁤􀀮􀀠􀀮􀁶􀀮􀁾􀁥􀀠of teQ.1:. 􀁾􀀬􀁵􀁎􀀬􀁬􀁴􀀸􀀠
_"aada that. req\1ired bl{ Seol;i.,')rn, 5,. J.2 .1, using « 􀀮􀁾􀁁􀁮􀁤􀁡􀁾􀀠deviation calculated in 􀁂􀁏􀁃􀁏􀁾􀀠 􀁾􀁌􀁴􀁢􀀠Seqt!Qn 5.3.1.1, or , (};>J 15 to 2,:) test :re8Ults are ;o:
...... .iJ.Mle iUld aV>!X'age" ot t:lIst z'os..lt. IBXcEleds that :e<Z\li.red. 􀁾tle<>t;i.on 5:3.2.1,., _ins a 􀁯􀁬􀁕􀁢􀁑􀁡􀁾􀀠deviation calculated in 􀁁􀁣􀁃􀁏􀁲􀁾􀁥􀁥􀀠􀁾􀁩􀁾􀀠 SiIl<:l'ti91+
S•••􀀱􀁾􀁡• • AA •••••*•••􀀪􀀪􀁾􀁾􀀪􀁾􀁾••• 􀁾•••􀀪􀀪􀁾•••* ••••• *•••A*•••*.*. '.,.• unable to 􀁣􀁡􀁾􀁯􀁵􀁬􀁡􀁌􀀮􀀠􀁓􀁌􀁾􀁤􀁥􀁶􀀡􀁡􀁾􀀡􀁾􀀠due * ... • ' 'It : to ebe faot that leee
􀁥􀁾􀀠16 tecto 􀁾􀁥􀁴􀀮􀀠:.: ••••**•••+**•••* ••••• **.**.***••**••••􀁾􀀪..., ••••􀁾•• , . 8'tl1OIllR'I' OF S'1'AnS'l'%CAL AXALI'S:rs 28 Day 􀁾􀁥􀁡􀁾􀀠»&1:.& : NWbl:(J$' vi' Teate. 􀁾􀀠􀁾􀀠...
'"' 􀁾􀀠........... ,..,,; ....... : p.. :L3 􀁾􀁨􀁴􀁵􀁊􀁦􀁴􀀠valv•. . 1 ....... , ...................... 􀁾􀀠... 􀁾􀀠􀁾􀀠• ' 􀀵􀀮􀀷􀁾􀀵􀀠p.:i. 􀁍􀁩􀁴􀀦􀁩􀁾􀀠value .... .... ,. 􀁾􀀠....
, ........ , ...... , ...... 􀁾􀀠.. •..... 'S4:10 pe:t JlI;:l.ngc .... , •• , ........ to t 1 .. • .. .... 33'5 pei ....................... to Average 8trQpgth•...••••••.••.•••••..•
; •• 4?lS pal ltlilq>fir<il4 􀁁􀁶􀁾􀁓􀁴􀁲􀁥􀁴􀁬􀁧􀁴􀁾􀀠to,8Ilti.td:y'.,". aU.M._ px'Q J.ty dond:l.tiol:lA)! o.t" . , " AC:r 318-89 Sect.lon i;,3;;r.:L. 􀁾􀀠••...•• ;; ••• , J)cl!lign 􀁾􀁥􀁳􀀠)'-""Illl. oode "'pd.:io_u:.. " .___ '. 􀁾􀁟􀀮􀁟􀀮􀁟.._ ........
,,0 
􀁾􀁍l,14} 352-3201 UAn Equal OpptNtunlf.y Empie r" . 1ELEPHONE (2.14) 358-6 ED BELL CONSTRUCTION COMPANY· .... . :JOST OFFICE BOX 540787 .10605 HARRY HINES􀁂􀁏􀁕􀁬􀀮􀀮􀁅􀁖􀁾􀀠JALlAS,
TEXAS 75354-0787 DALLAS, TEXAS 75. FAX TO: __􀀭􀀽􀀲􀁾􀁾􀁾􀁐􀁴􀁾􀁾􀁾􀁾􀁾􀁾____________􀁾__________􀁾_______________ ft.. ____􀁾􀁾􀁾___________________________________________ ...... 􀁾􀀡􀀾􀀮􀁓􀁣􀁊􀀱􀀮
􀁬􀀠FAX NUMBER: FROM: __􀁾􀁾􀁌􀀭􀁾􀁗􀁾􀁾􀁾􀀮__________________􀁾􀁾􀁾􀁾__ DATE: ______􀁾􀀳􀀰􀁾􀀾􀁾􀁾􀀧􀀸􀁾􀀮____________________􀁾􀁾􀁾􀁾􀁾􀀭􀀭􀁾􀁾􀀠PAGE: _ ....1_ OF __i.!..-_ MESSAGE:
IF MESSAGE IS UNCLEAR PlEASE CONTACT OUR OFFICE AT (2.14) 3fla.6581 11fANKYQUl 
FAX (214) 352·5201 SD BELL CONSTRUCTION COMPANY POST OFFICI; BOX 540187 10l'10S HARRY HINES DALlAS. TI!XA$ 76354-<>787 DALLAS. TEXAS 7522.0 September 30, 1998 Mr. James C. Pierce, Jr.,
P.E. Assistant City Engineer T!;)w;n ofAddison P.O. Box 144 Addison, l'tmlS 75001 Re: Arapaho Road Reconstruction 􀁁􀁤􀁤􀁩􀁾􀁯􀁮􀀮􀁒􀁯􀁡􀁤􀀠to Dallas North Tollway Town ofAddison Dear
Mr. Pierce; EnclQseO. ;fur you review and approval are our concrete batch designs from 􀁔􀁾Industries fOf 3000 psi (design # 9601) me;! 650 psi :flex (design # 8273) concrete. Our specialty
concrete subcontractor 􀁩􀁮􀁴􀁥􀁮􀁤􀁾􀀠to utilize design # 9601 ;fur the sidewalk and ADA ramps and design-# 8273 for the concrete pavement with file sand blast finish.. Please infonn
us ofyour decision 􀁲􀁥􀁾􀁤􀁩􀁮􀁧these designs. IfYOIl have any questions regarding this Ulfunnation, don't hesitate to contact our office. Sincerely.mcD-tn􀁣􀁯􀁭􀁰􀁭􀁾􀀠RobertD. Weber
Project Engineer AN Et:!Ui\i. OPPORTUNITY EMPLOYER 
, September 24. 􀁾􀀳􀀳􀀸􀀠North Texas' 􀁂􀁯􀁭􀁡􀁮􀁩􀁾􀁥􀀠11107 MOT.rJ...an LIUlO 􀁰􀁾􀁬􀁬􀁡􀁧􀀬􀀠TX 􀀧􀀵􀀲􀀲􀀹􀀭􀀵􀁾􀁯􀁥􀀠􀁁􀁴􀁾􀁮􀀮􀀠􀁾􀀮􀀠Pred 􀁾􀁡􀀱􀀱􀁥􀁹􀀠D. Artopahc koad st:reet.
Stlap& Addlson ,\Ili01. ' 'I'O . .ellSure that the O;:O,"""I!!ot atix i$ deliversd 1:0 your 􀁰􀁲􀁯􀁾.."t. pla.... orier bJ the III»> t!ea1gn nUll>ber which 􀁾􀁩􀁊􀀠;.n tohe UllPiIlJ:
len Mild corner of the lIli>< daalgn. '" .'. . . . Texas Induilltries <:lIu:i;i£.f.es that the lilbova lIIix Clesicm. : when orc1ert4 by SpeQif.ied design identity. and deli1re:rei1.
􀁾TXt, will meet. or 6Xd$ed !::be 􀁩􀁲􀁵􀁬􀁩􀀮􀁣􀁡􀁴􀁥􀁾􀀠design 􀁉􀁩􀁬􀁴􀁾􀁨􀀠at the aa:l.9IIIlted age when t.e.ted in aocm:-diwce with the applicable cu:ui ·curr4rnt ASTH 8ta.nCla:l;de
c ::U., 􀁾􀀠39. (! 1S. t'! 1'12, C 293, IIWU.io:able provlill1ona of c: »4, :;md .....aluated in 􀁾􀁥􀁯􀁯􀁲􀁤􀁡􀁲􀁜􀀮􀁣􀁥􀀠with· applio..ble provisions of !::be AOI 3:1.8 Building Code.
:' , TKI woUld 􀁬􀁾􀁥􀀠􀁾􀁯􀀠bs included on youz mailing list 't6 receive all test reporl:.&. AS,," Q .Ill _titles,. man"lolf'..<!t.urer to zeceive copies of .11 LljlyL ..·..port....b......􀁬􀀮􀁾􀀮􀀬
􀀢..Lh oE 􀁾􀁊􀁵􀀺􀁲􀁬􀁬􀀧􀁴.. 'ill .....,,! 4e it.basis fgr 􀁾􀁣􀁥􀀮􀁰􀁴􀁡􀁮􀁥􀁥􀀮􀀠 . .cOl1taol;; lUI :If you bave 'Iim:t 􀁾􀁥􀀵􀁴􀁩􀁯􀁮􀀵􀀠').r' ""<1I11r... allY 􀁾􀁉􀀺􀁩􀁯􀁮􀁡􀁬􀀠inf'ormaI:iM.
Ill...... lioe1!y TX:I or *l'provaI of tile· p:t'o:JjPclsecl. mix des19n prior to :lts uee. Fdilure to DOtify us 􀁰􀁲􀁩􀁾􀀠􀀬􀁾􀀠first pla_nt .hII.l.l constitute aoc;;c;;ept.e.n"",.
To 1mS\loI!Ie: t.bat. 􀁾propermix dellJivn is ordftr.&a, pleaSE!! ..end a COllY of this let.,tar. after approval, '1;0 the above r ...rerencoCl 􀁾􀁪..m: t.o be URC:l by t;he ! p=liIon
oz:-deP.l'.ls the cOl1Crc"t.e for tb.i$ job. .:' :' ". ! S1ftcarel.y. TXt OperaUOJlS. loP 􀁾􀀮􀁢􀀬􀁴􀁡􀁾􀀠Michael A. Cal.dlU:lCllD.e. p.&.Manager· O·A. I O.e. ,........:...-.-...............
. 
.,; .. 1;-"'.:t" 4:. 􀁾􀀮􀁾􀀠).'..􀀮􀀻􀀻􀁳􀀮􀀮􀀮􀀱􀀰􀀢􀀢􀁾􀀮􀀠". III ..........6 · -----_._--' -.,--_ .. -..... I . Mix I, sa'13 􀁄􀁳􀁥􀁑􀁲􀀱􀁰􀁾􀁩􀁯􀁨􀀺􀀠S.SOSK 􀁁􀁐􀁍􀁘􀁘􀀯􀁾􀀠100S
$erength! 550 plti • :as Dayg l:N'.'rE.RSli:C'UOR PAVDlG (Am'M 01/;') Maodmum ooaxBI!'> .!'l9gregato. 1" -i4 CRUSRBD S'l'CiIIE Ma:rlm"m Wa.ter/Cement:. Jb<eio. S. S4 gal/llack or O....9!i'
il:><u/lbCement/Cemeneltiou8 􀁃􀁏􀁄􀁾􀁥􀁮􀁴􀀬􀀠􀁓􀀮􀁾􀁑􀀠sacks 􀀨􀁰􀁡􀁾􀀠cubio yard)􀁈􀁾􀁾􀁬􀁡􀁣􀁥􀁾􀁥􀁮􀁴􀀠􀁓􀁬􀁾􀀱􀀠•. 00 inches .' Ai3!' EIltr.Uhing lI9ent, A9'l'M 1"!-:a6.0 Adm.Ibet:.ure.
H'l'M C-49' Type A or p' " Ml\,TIIll\lJ\.L, \lUllHTI'l'IBS PIm 1..0 COBlC YJU'lO AT S. $.n 5:1.7 lbe. .!I.STM C l.liiO '1'YPE I 􀁾􀀠 1840 1bs. 1--#4 CRUSHBP STOSE 131.:1 Ibs. CONCRIil'l1S
SAND ass lbs. Or 31..0 Gallons of 􀁗􀁁􀁾􀁥􀁲􀀠􀁾􀀮􀁑􀀠to 4.0 om/ewe of 􀁾􀁃􀀭􀀴􀁾􀀴􀀠Typa A SJi>'Ill<>itl.ed Ai:.: O;io>.lifA>nt:: 3.0% • i.0% 􀁐􀁬􀁡􀁾􀁾􀀠􀁓􀁬􀁾􀁦􀀠. 3.00 + 􀁯􀁾􀀧􀀭1.00
inch•• 􀁍􀁩􀁾􀀠.: 9601 De8t:ript10n: I'L50SK AlJMIX/AEA. l"CS 50/S0 MIX Strli:ln9th: 3000 psi lit 211 l:/ap r ,sIDEWALKS .MATImlALt g!.JAbl'4'ITtBS i'II:R 1.. I) co:s:r:C YARD AT S.oS.
D 51.7 lbe. AS'l'M C 1.􀁾0 '1'YH 1 CilMSN'1' 1550 lhe. 1. D -*4 C!WSHEU S'rONl!I 1535 l.ba. 􀁾SAH» 283 lb9. or 34.0 Gallons 􀁾􀁦􀀠􀁷􀁡􀁴􀀮􀁾􀀠3.0 to 6.0 oz/QWL of AS7M 0·494 SpecIfied
Air content: 3.0' -&.Ot placetlleDt 􀁓􀁬􀀮􀁾􀀢􀀧􀁉􀁩􀀢􀀠" •00 'cor· 
--.;.... 􀀮􀀻􀁾􀀠•.: TXL We a:t'e e¥>elosing all available back 􀁾􀁰􀀠data for the rt':f...:enced IIdK ((eBig]:) (e). If tb.. stlr!'8J1gt.h in£or.llatton i" not av.ilabl.e, or is J,nsuffiocient,
_nfirtllAt1on t:est:1i 1IIlI.y be.ve to ba ooRliucted by your IBboral:ory. , . 
•• •• '. ftIM _dJ:RbI--............. 􀀭􀀭􀁾 -....􀁈􀀢􀁾􀀮􀀠e..u.a"... _.,••••, ..... t q 􀁾􀁡􀀬􀀮􀁦􀁴􀁾􀀠-jIo> .... 􀁾􀁉􀀮􀁴􀁗􀁄􀀺􀁬􀀮􀀠􀁾􀁡􀁤􀁑􀁾􀀱􀀠Ion IJri • I'lIQ. '.' n Dq ....1Itt._
". 􀁾􀀦􀀻􀀢􀁾􀁥􀀮...... 􀁊􀀧􀁾􀁴􀁊􀀠􀁊􀀡􀀮􀀩􀀮􀀬􀀬􀁾􀀠hll:':an.r;. _... _.. 􀁾􀀮􀁇􀁾􀀠:l. 1iiIe7' ......l.illt:;b'll􀀭􀁾􀀭􀀻􀀮􀀭􀁲􀂷.. 􀁾􀁲􀁡􀀮􀁴􀀴􀁴",.--..... _. ....... HX • ... "."
......Aab;...,.. I:l_U"\ ma a...g • ""'" <It 􀁾􀀠-.... 􀁾􀀢􀀧􀀢􀀮􀀠..... -􀀮􀀮􀀭􀀭􀀭􀀭􀁾􀀭􀀭􀀭-_.......,... .... 􀁾􀁾􀁟􀁷􀀧􀀢􀀧.. ...... -.... ..................... 1l1ll0/'o 3' I. S.SO
S.U ' • ..16 .....0 .... UO. 2""•• D?I/ot/" ,. 􀀮􀁾􀀠•• "_",00 .... .. .. Ni"' :'Uu '0 􀁯􀁭􀁾􀀯􀁬􀁾􀀠􀁾􀀮􀀠... •• "'"' ..... ",t'JIII!I .... -::""2• M/1fiJlfi >1 ... 􀁾􀀠.... "'''' ....
􀀮􀁾􀀠"'6eu ..""• ..". "',.. a_ ou' ••,.• oatlf'.' .. ... .. 4.•• 11//1. ..to ...'fO .1.f) '4:IM .... ••f GJ/G)/'& s, ,. ..... ".... ..... 4.'''0 "'V,S "4'1:1. SUb ,.• I>fi/IYJI'J'i
U ."" 􀁾􀀠.. .... B!A 􀀡􀁾􀁴􀁉􀀩􀀠.... •,70 ".11• "'.. u. • "/Ofll' et. 0,,", ..n .,.. 010 􀀴􀀮􀁾􀁾􀀱􀁉􀀠':iI45 ..... •• 9 n.Il5/.. ... $ ....0 .i.n un ...e: 'fI', ':'-'1.'1 .... ,..0
􀁾􀀾􀀠t& ., 􀁉􀁩􀁾􀀠Oil ••:It 􀀮􀁴􀁊􀁬􀁴􀁾􀀠.... ,\II, 􀀧􀁾􀀢􀀤􀀠..... u • 􀁏􀁦􀁩􀀯􀁾􀀯􀀢􀀠􀀺􀀬􀁾􀀬􀁾ti n .. .... .... .... .....HI••'" •• !Ii.'" •• :t.lI OC/I0/58 ;b U .. ••Q "'lea
.n. 5'8-0 􀁮􀁾􀀠·4.....•• '"'" '0.::0 '.U 114/a,7/JO .. ., II...UO ;'.0' 11.5. 􀁾􀀠5iH ..,,,. 51:17 ""................... 􀁾􀀠7J.... ... to 0:.. 0, 4.01 .. .. " ., , :; .. ,. .': . ",:
􀁾􀁾􀀭􀀭􀀮............. . 
__ __ • • --.I."./__ ,.. 􀁾􀁟􀀠.. 􀁟􀁾􀁾􀀠______ .. .;. ____ 􀀮􀀢􀀢􀁾􀀠.. 􀁾􀁟􀁾􀀠.... 􀀡􀀢􀀮􀁾􀁾􀀮􀀺􀁟􀁾􀀭.. ":-......--II:;'. __, .1i1602 􀁰􀁾􀁾􀁡􀁧􀁾􀁰􀁨􀀠S.5 􀁯􀁾􀀠Act 318 ·89 􀁾􀁲􀁯􀁶􀁬􀁤..
tbat as' data 􀁢􀁾􀁾􀁥􀁳􀀠!'Ivlln ",1:.>1 e d\tri.a::r e.:.nat"ucll,,,., t.h", 41i11::>wil. by' 􀁾􀁨􀁾􀀧􀀻􀁨􀀠􀀨􀁴􀀺􀀧􀁾􀀠or) mUli>t 􀁾􀁸􀁾􀀮􀁥􀁾􀀠the 􀁂􀁰􀁥􀁥􀁩􀁾􀁩􀁥􀁤􀀠value of (P'c)
􀁭􀁡􀁹􀂻􀁾􀀠􀁾􀁾􀁥􀀴􀀮􀀠􀁰􀁾􀁶􀁩􀁤􀁥􀁤􀀻'.tal 30 􀁯􀁾􀀠􀁾􀁲􀁥􀀠test reault& are 􀁡􀁾􀁩􀁬􀁡􀁨􀁬􀁥􀀠and 􀁡􀁶􀀮􀁾􀁾􀀮􀀠of \:'."'.." 􀁾􀀮􀁷􀁬􀁴􀁳􀀠exaaads t.hat required h:i" Secl:i¢n, 5,.3.2.1,
using _ 􀀮􀁾􀀮􀁮􀁤􀁡􀁾􀀠deviation calculated in 􀁡􀁣􀁣􀁯􀁾􀁕􀁑􀀮􀀠􀁾􀁾􀁾􀁨􀀠􀁓􀀮􀁾􀁩􀁡􀁮􀀠5.3.1.1. or , ' (1)) 15 to 2l) !;:est reeul.ts are aVailable and av.trage,' of ta_ 􀁾􀁾􀁵􀁬􀁴􀁥􀀠exDaeds
􀁴􀁢􀁡􀁾􀀠􀁲􀁥􀁾􀁾􀀫􀁥􀁤􀀠􀁾􀀠􀁑􀁥􀁾􀁩􀁯􀁮􀀠5:3.2.1, using a DlunQarQ deviation earculated in 􀀮􀁯􀁾􀁣􀁥􀀠with Se<;:t.l.on S. 3.1·.2• • A••*•••􀁟􀁾••* •••• 􀁾􀁾􀁾􀀦􀀮􀁾􀁁􀀮􀁴􀀮􀀪••***••􀁁􀀮􀀪􀁾•••􀀪�
�􀀪􀀪􀀪􀁾􀀮􀀪· 􀁾􀀠• unable to calculale 􀁾􀁌􀁾􀁤􀁥􀁶􀁩􀁡􀁡􀁾􀁩􀁏􀁑􀀠dUB * • * • 􀁾* to the faot that lese tBaA 16 teata 􀁥􀁾􀁯􀁴􀀠* •••*.*••••••*••* ••• 􀀪􀀮􀀪􀀮􀁾..􀀪􀀪􀀪􀀮􀁾􀁾••••••􀁾􀀮􀁾􀁾􀁾􀁾•••
*•• , , StIIGIIAIt'l' 0'1 $TAT:tS'lZeAL JlXALI'B:t' $' D&7 2e.t oaea ' 􀀩􀁦􀁵􀁊􀁬􀀻􀁢􀁾􀂷􀀠vi TaKa,. ............ "' • .,. 􀁾􀀠+ ... Ii 13 •• t I •• ... M.xifttUlft val",.􀁾􀀠. ., 􀁾􀀠............
It •••• , • ,. .... ' S.745 p.i ,. ... w MiUiWlUftl Valua .. .... " .. 4 .... 􀁾􀀠􀁾􀀠••• ,. '" • ,. ., ... 􀁾􀀠.... '3470 pei.. •• It • IlDngc" 􀁾􀀠• , ..... " ••• " ....... ,. .........
􀁾􀀠• 􀁾􀀠• , , ...... _ 23?S pei Average 􀁥􀁴􀁾􀁑􀁮􀁳􀁴􀁢............... , .••... ;,. 4716 pA1 􀁒􀁥􀁾􀁩􀁲􀁥􀁤􀀠􀁁􀁶􀁡􀁲􀁡􀁧􀁾􀀠Sereugth 􀁾􀁯􀀠aatialy 􀁾􀁾􀁭􀁵􀁭􀀠􀁰􀁲􀁯􀁾􀁬􀁬􀁩􀁾􀁹􀀠􀁡􀁯􀁡􀁤􀁩􀁴􀁩􀁯
􀁾􀁑􀀠ot AC:r 3111-09 Section 5.3.3.1 ••••....•••• ;" J)c..:l.gn OX<:<r08 be-yaod 􀁾􀁯􀁤􀁥􀀠_qu1rcIII..nU; •• >,' • > ..􀀭􀀮􀀭􀀮􀁾􀀭􀀭􀀧􀀭􀀭􀀭􀀭􀀮􀀬􀀭􀀭􀂻􀀮􀀭...... " 
FAX'(214) 352-3201 TELEPHONE (214) 358-6581 ED BELL CONSTRUCTION COMPANY POST OFFICE BOX 540787 101;l05 HARRY HINES DALLAS, TEXAS 75354-0787 DALLAS, TEXAS 75220 September 30, 1998 Mr.
James C. Pierce, Jr., P.E, Assistant City Engineer Town ofAddison P.O. Box 144 Addison, Texas 75001 Re: Arapaho Road Reconstruction Addison Road to Dallas North Tollway Town of Addison
Dear Mr. Pierce: Enclosed for you review and approval are our concrete batch designs from Texas Industries for 3000 psi (design # 9601) and 650 psi flex (design # 8273) concrete. Our
specialty concrete subcontractor intends to utilize design # 9601 for the sidewalk and ADA ramps and design # 8273 for the concrete pavement with the sand blast finish. Please inform
us ofyour decision regarding these designs. Ifyou have any questions regarding this information, don't hesitate to contact our office. Sincerely,m􀁃􀁄􀁾􀁴􀁲􀁬􀁮􀁣􀁯􀁭􀁰􀁡􀁮􀁾􀀠Robert
D. Weber Project Engineer AN EQUAL OPPORTUNITY EMPLOYER 
West .. WWW.txi.c;om september 24, 1998 North Texas Bomanite 􀀱􀀱􀁾􀀰􀀷􀀠􀁍􀁯􀁾􀁲􀀻􀁾􀁯􀁮􀀠Lane Dallas, TX 75229-5608 Attn: Mr. Fred Bailey RE, Arapaho 􀁾􀁯􀁡􀁤􀀠Street Scape Addison
9601. The attached concrete mix design 􀁵􀁴􀁩􀁬􀁾􀀺􀁩􀁮􀁧􀀠the appropriate ASTM C-33 or ASTM C-330 aggregate is proposed for use on the above referenced project for .eaQy-mixed concrete
to be futn1ahed by'l'XI. . . '1'0. ensure that the correct mix is delivered to your projeot,please order by the mix design number which appears in t.he upper1&ft hanQ corner of the mix
design. .. .. Texas Industries certifies that the above mix design; When ordered by specified design identity, and deliVered by TXr, will meet Or exceed the indicated design strength
at the deslgnated age when tested in accordance with the applicable and.eurr6nt ASTM 􀁓􀁾􀁡􀁮􀁤􀁡􀁲􀁤􀁳􀀠C 31, C 39, C '8, C 172, C 293, applicableprQv.l.l;ilons of C !l4, and evalUated
in accordance wlthapplicableprovisions or the ACt 318 Building Code. ... TXI would like to be included on your mailing list ·to receive all test reports. 􀁾􀁔􀁍􀀠C 94 entitles a man¥facturQr
to .eceive copies of IiIll t.....t. ",,",",ort....h.... ..t.u""liIt.h of eO:>:Ierete i. used 3.'" lI. basis fo1:' acceptance. .... . Contact ua if you have 'any questions 0.1" >:"",,],,1
rl'l ..ny :addi.tiona' information. Please notify TXI of approval of thepropoeed mix design prior to its use. Failure to notify u'" prio;l:' .1:1) f1rst placement shall constitute acceptance.
To ensure that the propermix des15m is ordered, please send a copy of this lette:t', After approval, to the above relereneed project to be used by the ; person ordering the oonerete
for this job. . Sincerely, TXI operations, LP 􀀴􀀱􀁾􀁴􀁬􀁾􀁾􀀠􀁾􀀠Michael A. Caldarone, P.E. M_nager -Q.A. I Q.C. 
lUx #, S2'7J Desoription, S.SOSK ADMIX/AEA l"09 Strength, 650 psi ® 28 Days INTERSECTION PAVING (ASTM C29J) Maximum Coarse Aggregate, 1" -#4 CRUSRSD STONE Maximum Water/Cement Ratio,
5.64 gal/sack or 0.499 lbe/lbCeMent/CementitiouB Content: 􀁳􀀮􀁾􀁯􀀠sacks (per cubic yard) Maximum 􀁾􀁬􀁡􀁥􀁥􀁭􀁥􀁮􀁴􀀠Slump: 4.00 inches . Air 􀁅􀁮􀁴􀁲􀁾􀁩􀁮􀁩􀁮􀀹􀀠Agent. ASTM C-260
Admixture, ASTM C-494 Type A or D MATERIAL QUANT1T1ES PER 1.0 CueIC YARD AT a.s.n .617 lbs. 1!.STM C J.SO TYPE I Cl<MENT 1840 lbs. 1" -»4 CROSHED STONE 1312 Ibs. CONCRETE SAND .sa lbs.
or 31.0 Ga110ns of Water 2.0 to 4.0 oa/ewt of ASTM C-494 Type A 􀁓􀁰􀁾􀁯􀁩􀁦􀁩􀁥􀁤􀀠Air CQntent, 3.0% -􀀶􀀮􀀰􀁾􀀠 Placement Slump: 3.00 + or -1.00 inches Mix #: 9601 Description: 5.S0SK
ADMIX/AI':A l."CS SO/50 MIX. Strength: 3000 psi • :as Days, SIDEWALKS Maximum 􀁃􀁣􀁡􀁾􀁳􀁥􀀠Aggregate, 1" -#4 Cl!l.tlSHEO STONE Maximum Water/Cement Ratio: 6.18 gal/eack or 0.547 Ihs/lbCement/CfI!mfl
!ntitioue Cont","l: 5.50 eaoks (per cub.icyard)Maximum Placement Slump: 5.00 inches . . . Air Entraining Agent: ASTM C-2GO Admixture: ASTM C-494 Type A or 0 .MATERIAL QUANTITIES 􀁆􀁾􀁒􀀠1.0
CUBIC YARD AT S.B.D 517 Ihs. ASTM C 􀁬􀁾􀁏􀀠TYPE I ceMENT 1550 1bs. 1" -#4 CRUSHED 􀀤􀁔􀁏􀁎􀁾􀀠 1535 lba. CONCRBTB SAND 283 Ibs. or 34.0 􀁇􀁡􀀱􀀱􀁯􀁮􀁾􀀠of Water 2.0 to 4.0 oz/cwL o[
ASTM C-494 􀁔􀁹􀁰􀁾􀁄􀀠 SpecIfied Air Content: 3.0% -6.0t Placement Slump, 4.00 < or -1.00 iaches . 􀀭􀁾􀀮􀀭􀀭􀀮􀀠􀁾􀀠... '.' .􀀮􀀬􀁾􀀠..􀀧􀀧􀀧􀁾􀀭I, n.'" .iP--".p!(. I. 
􀁐􀁾􀁐􀁉􀁎􀁇􀀠NOTED ! 􀁒􀁾􀁃􀁏􀁍􀁍􀁅􀁎􀁄􀁨􀁔􀁉􀁏􀁎􀁓􀀠!>" minimum diameter lin<!lEl wit:h no reduction 1:0 smaller linea. 2. Keep rubber hose to absolute minimum length and plan pipe.with
as few 90 degree angles as 􀁰􀁯􀁓􀁾􀁩􀁢􀁬􀁑􀀮􀀠. 3 . eamples for slump and strensth tests should be taken ® discharge end of hose for 􀁾􀁴􀁲􀁥􀁮􀀹􀁴􀁨􀀠guarantee to be valid. 4. To prime
pump lines, a minimum of 8.0 sack grout should be 􀁾􀁳􀁥􀁤􀀠for lubrication. tIl. the case of strength eoncrete,equivalent strength grout IJb.oulc;! be uoed if the. groutremains in the
pl.cament. s. PUmp mixes are based on minimum cement content pumped at ground level. A$ 􀁾􀁵􀁭􀁰􀀠line increases in length or heightand/or. layout conf1guration changes, additional Cement
mayDO raquirsd to 􀁡􀀽􀀽􀁵􀁲􀁾􀀠strenarh Rnn pumbability at 􀁡􀁤􀁾􀁩􀁴􀁩􀁑􀁮􀁡􀁬􀀠Coi!lt: t:... ehe, contractor, . . 6. TXl cannot 􀁣􀁯􀁮􀁾􀁲􀁯􀁬􀀬􀀠and is 􀁾􀁨􀁡􀁲􀁥􀁦􀁯􀁲􀀦􀀠not 􀁲􀁥􀁾􀁮􀁳􀀱􀁢􀁬􀁥�
�for excessive lose of entrained air content when lo,s occurs as a result of boom configuration or free fall discharge from hoae. TO ensure minimum air loss when pumping, maintain a
continuous flow of concrete through tbe entire length of pipe .nd ·do not 􀁡􀁵􀁢􀁪􀁥􀁣􀁾􀀠concrete to free fall. Unless otherwiee indicated, when the concrete temperature at point of
placement exceeds 90 degrees, TXI will guarantee the strength performance of the mix design(s) herein submitted up to a maximum placement temperature of 100 degreeQ using an ASTM C 4114
Type D :r;et..􀁲􀁤􀁊􀀮􀁮􀁾􀀠􀁗􀀢􀀬􀁌􀁾􀁌􀀠-reduce>:, as long 11.11 ehe concreto in placed within 75 minutes from batch time. We are enclosing all IlvI;lilable back up data for the rs·:fsz:enced
mix aesign(s}. If the strength information is not available, or is insufficient, confirmation tests may 􀁾􀁶􀁥􀀠to be conducted by you:, laboratory. ' . • .....􀁟􀁾... "IM ; i.i"􀁾􀀠
•• •• •• ...... _.. 􀁾Xlilt., Jt"A!,'OATXOIf 'fI.ta, e,juJt. •• • t .•thHc. 􀁾􀁾􀁬􀁬􀀢􀀠.... lAaap......, 􀁾􀁕􀁏􀁴􀀺􀀧...􀁾􀁦􀁴􀁾􀀠Ip;tO!-. •• •• lfImtber I J6'01 􀀮􀁾􀁾􀀮􀁡􀁡􀁾􀁾􀁲􀀠1000
p.i • ae 􀁾􀁡􀂥􀀮􀀠:It .a.y t.n 􀁢􀀮􀁾􀀠_r "'mpsrat\l.re. ..... pJ,_nt:. 􀁛􀁊􀁬􀀴􀁨􀁉􀁬􀁬􀀧􀁾􀀺􀁩􀀮􀁴􀀮􀀩􀀠I!'la-::olQ,cnt 'CI:t=o:..rn;; ---------26 Pay 􀀭􀀭􀀭􀁾􀀭􀁾􀀭􀀭􀁃􀀧􀁉􀁉􀁮􀁡􀀧􀁬􀁾􀁴􀁬􀁶􀁥􀀠M
>;wirlSJ Jf'lri'!!h6Y' ..t. Jllflhi.,..f" r."Qru;:'Ht'" S'lu'"P{1n) bE Ai.. 􀁾􀀮􀀺􀀺􀀠!l I'lII • 1t'$; AVf 􀁾􀁶􀀮􀁵􀀺􀀮􀀯􀁬􀀭􀁧􀁴􀀡􀀺􀀠Av!,1 Qf a '"">Ie ....--_..... .........--.. _--------_.........
.. .. ----􀀢􀀧􀁾􀀠􀀭􀁾􀀭􀀭􀀭􀀭􀁾􀀭􀀭1 UIiO/90 n I. 􀁳􀁾􀁳􀀭􀁯􀀠3.n ,UO u.to 10'0 . lj71) 􀁾􀀭2a.• 0')09,,) os 􀁾􀁾􀁯􀁯􀀠,,/)< 1220 I.Uti 􀀧􀀮􀀲􀁾􀁓􀀠:"te.u , ol/l,./n " •• .» .," 4.70
lilA '"'uc .1I.aa <011'.0 ·'.,oa 4002 " • 02/U/96 ]1 ,. 7. i.OO '11/1.. 􀀮􀁕􀁾􀀠,uo-IS'-':. .."nG !1.1.' "7. 02/1619G' 4.50 II/A ...Uo ."b dCiC ·"&la. -/&JCS• •• •• --••• 03/0l/U 31
" sa 7. 5,50 ,,_ot .Ub 41'0 '80S .'21 5040 7. 05/03/96 U U .. 6.50 If/A ,,.. '1600 u'o -.6;ae .... ,.. 01/0'19'1 _90 5.0(1. i,Ot 4'720 4810 􀀮􀁾􀁴􀁉􀁓􀀠..•'".... "347 •• , • Ol/lS/1i
., 5_50 i.ot SUo ,uo: ·:'.4U7 .03.0 U t 31 5.00 4.l\ UiC ..... ..:0,. '.,0• 􀁕􀁾􀁦􀁊 􀀧􀁉􀀯􀁕􀀯􀁾􀀧􀀠•• •• '''', ...•• n 􀀰􀀸􀀯􀀰􀁊􀀯􀁾􀀸􀀠u .. 5.M 􀀱􀁩􀁉􀀯􀁾􀀠,.,.. 8UO 􀀺􀁾􀁕􀀱􀀠...U.••
"11 •• 13 (M/1O/S8 11 6,00 ,,/.. 5'110 5"0 'un 5042 7.􀀢􀀴􀁾􀀠U 0'/11/98 n ., ., lii.OO 3.0t 11-150 5;u.O 􀀬􀁾􀁕􀁏􀀠.. TU 5U7 ..........._.. ...._-,..,..... .... AV1tragu It• ..-73 ,.
B.Ot 4.0t 
.,;'" --,./'-_._. ---... ---_.,---.-------.. _----, 􀁾􀀭􀀭􀀭􀀭􀀮􀀭􀀮􀀭􀀮􀀭----------------. H:LX Num: 􀁾􀀶􀁑􀁬􀀮􀀠Strl!m.gloh. 3000 psi @28 Days' Paragraph 5.5 of ACI 318-89 providee
that as' data 􀁢􀁥􀁾􀁑􀁭􀁥􀁳􀀠av"il".ble 􀁤􀁵􀁲􀁩􀁮􀁾􀀠􀁾􀀮􀀺􀀬􀁮􀁴􀁬􀁴􀁲􀁵􀀼􀀺􀁣􀁌􀁩􀁵.., t.h", tlt\\ounL by which 􀀨􀁐􀀧􀁾􀁣􀁲􀀩􀀠muat exceed the specified value of (P'c) may be reduced,
provided, <a) 30 Or more test result£ 􀁡􀁲􀁾􀀠available and average of t;elit results exceeds that required by Secti¢n 5,3.2.1,using a otandard deviation calculatea in 􀁡􀁣􀁣􀁯􀁲􀁾􀁡􀁮􀁣􀁥􀀠with
Section 5.3.1.1., or (b) 15 to 2!> test results are available llnd 􀁡􀁶􀁥􀁲􀁡􀁾􀁑􀁦􀀠test ;t'csulte exceeds that required. by Se.ct:i,on 􀁓􀁾􀀳􀀮􀀲􀀮􀀱􀀢􀀠uJiing a OLWldard deviation
calculated in acc6rdance with Section 5. :1.1-.2,••.,..Ill *••••'" oj> *·AI',\" * "I-:l It. "'. 1.-... .,. k.*** ** "'* 􀀢􀀧􀀪􀁾•••􀁟􀀢􀀮􀁾􀁾􀀬􀀮􀀠",,'... * • ... unable to calculaLe
sLaud<tL-d deviation due * ..* lit to tha fact that less than 15 teota exiot * • " • * ...**** •• 􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀮􀀪􀀪􀀪􀀮􀀪􀀪􀁾•••* •• 􀁾􀀪􀀪􀀠SUMMARY
OP STATISTICAL ANALyaZ' 28 Day Test Data . 􀁾􀁬􀀢􀁵􀁩􀁩􀁢􀀢􀀬􀁾􀀧􀀠Q f Testa . • . . . . . . . . • . . • . . . • • . • . • . . . 13 Maxirru.lm value .. .... " I , , •• " I • " • " ,
" ••• ,. , " ••• -5.745 peiMinimum Value .•..•.•....•• , •••.....•.. ; .• 347() peiRQngc ......... . , " , ... , •. 􀁾􀀠........ 􀁾􀀠...... I '! 􀁾􀀮􀀠22?S psi... Average Strength....................
..... 4"18 psiRequired 􀁁􀁶􀁥􀁲􀁡􀁾􀁥􀀠Strength to satisfyminimum probab21ity conditions of ACI 􀀳􀀱􀁥􀀭􀁡􀁾􀀠$ection 5.3.a.l ...•..•..•.• ; .. Design excess heyOnd code 􀁾􀁱􀁵􀁩􀁲􀁣􀁭􀁥􀁮􀁴􀁳􀀻􀀠..

.. FAX (214) 352-3201 TELEPHONE (214) 358-£581 ED BELL CONSTRUCTION COMPANY POST OFFICE BOX 540787 10605 HARRY HINES DALLAS. TEXAS 75354-0787 DALLAS, TEXAS 75220 September 29, 1998 Mr.
James C. Pierce, Jr., P.E. Assistant City Engineer Town ofAddison P.O. Box 144 Addison, Texas 75001 Re: Arapaho Road Reconstruction Addison Road to Dallas North Tollway Town ofAddison
Dear Mr. Pierce: Enclosed for you review and approval are our concrete batch designs from Pioneer Concrete of Texas, Inc. and Texas Industries for 4000 psi concrete. Our electrical subcontractor
intends to utilize concrete based upon these designs to construct the concrete bollards for the project. Due to the recent concrete supply problems, we submitted designs from two suppliers
to ensure that concrete is available. Please inform us ofyour decision regarding these designs. If you have any questions regarding this information, don't hesitate to contact our office.
􀁓􀁾􀁥􀁾􀁾􀁉􀁙􀀬􀀠 E􀁾􀁔􀁉􀁾􀁊􀁓􀁉􀀴􀁁􀀡􀀭􀁴􀁩􀁟􀁯􀁮􀁟􀁃􀁟􀁯􀁟􀁭􀁟􀁰􀁟􀁡􀁟􀁮􀁹􀀠 Robeli D. Weber Project Engineer AN EQUAL OPPORTUNITY EMPLOYER 
Pioneer Concrete on -<as, Inc. 240 Singleton Boulevard DaUas,Texas 75212 Date: 9/9/98 Contractor: Dietz Construction Project: Arapaho Road Bollards MIX SPECIFICATIONS: Mix Design # 9363
Strength 4000 psi Slump: 5" Max. Air 3-6% W/C Ratio: 5.04 (Gal/Sack) W/C Ratio: 0.45 (LblLb) Maximum Temperature: 90 Concrete must be sampled per ASTM C-172. Test specimens must be made
and cured per ASTM C-31. MATERIALS ASTM STANDARDS WEIGHTS Cement ASTM C-150 Type 5641bs. Cement Fly Ash ASTM C:St-a , Type Ibs. Fly Ash Coarse Aggregate Coarse Aggregate ASTM C-33 ASTM
C-33 #57 1" Ibs-: 1840 Ibs. C.A C. A Lightweight ASTMC-330 Ibs. Lt. WI. Fine Aggregate Fine Aggregate ASTM C-33 ASTMC-33 12681bs. Sand Ibs. Sand Admixture Admixture Admixture Admixture
ASTMC-494 ASTMC-494 ASTM C-260 Type Type AorD 16.9 oz. Admix oz. Admix 3.7 oz. AEA Water 252 Ibs.--Water Quality Control Department lily Control Manager 240 Singleton Blvd. Dallas, Texas
75212 Phone: (214) 651-8020 Fax: (214) 651-1810 Please send the test results from this job to to the Quality Control Department 
􀂩􀂩􀁾􀁬􀁙Pioneer Concrete of Texas, Inc, Mix No.: 9363 Contractor: Various Strength: 4000 Job: Various Agg. Size: 1" Lab: Various Cement: 5641b, Fly Ash: lb. Coarse Aggregate: 1840
lb. Coarse Aggregate: tb. Standard DeViation: 443 Fine Aggregate: 1256 lb. Average Strength: 4836 Ftne Aggregate: lb. Admixture: 16.9 oz. ACI 5.3.2.1 Required average strength. Admixture:
oz. (1) 4593 psi AEA: 3.7 oz. (2) 4532 psi Water: 252 lb. 28 Dey 3 Consecutive Date Temp, Slump 7 Day 7 Day 28 QIIY 26 Qall Average Average 11/11197 71 4.5 3820 3740 5280 5110 5195 5028
11/21/97 59 4.5 4680 5160 5110 5135 5085 11121197 59 5 4040 4730 4740 4735 5022 11/21197 59 5 4400 4770 4810 4790 4887 11124/97 '64 4 4890 4890 5110 5570 5340 4955 1/2196 67 5.5 3910
4940 5120 5030 5053.",1/16196 55 4 3690 4900 4690 4695 5088 1119196 47 3.25 4220 5380 5390 5385 5103 1/30198 66 5.25 3160 4170 4260 4215 􀀴􀀶􀀳􀁾􀀠 214/98 71 4.5 4430 4180 5640 4730
5165 4926 2127/98 72 5 4080 5090 5010 5050 4617 314198 66 4.5 3550 4630 4360 4505 4913 3/6196 68 5 4770 4630 6350 6080 6215 5257 3130/98 80 5 3560 3640 4650 4420 4535 5085 4/14/98 69
4.5 3470 4490 4450 4470 5073 4/14198 70 5 3600 4310 4590 4450 4485 4/14196 73 5 3200 4350 4470 4410 4443 4/20198 70 5 4230 4210 4600 4640 4620 4493 4/20/96 70 5.5 3930 3900 4420 4530
4475 4502 4/20198 75 5 4720 4760 5310 5370 5340 4812 4120/98 78 5 4690 4770 5510 5650 5580 5132. 4123198 93 5 3460 36BO 4610 4770 4690 5203 , 4127/96 80 5 4130 4010 5000 4860 4930 5067
4/28/98 71 6 3730 38BO 4750 . 4680 4715 4778 4129198 64 5.25 3320 4460 4480 4470 4705 , 4/29/98 62 5,25 3310 4500 4410 4455 4547 4/30198 73 5.25 3320 3810 4500 4490 4495 4473 4/30/98
68 5 3720 3860 4750 4640 4695 4548 5/1198 80 4 3420 3320 4220 4380 4300 4497 514/98 83 4.75 3230 3330 4790 4730 4760 4585 
1341 We.t Mockingbird Lane' Dall••; Tex•• 75247' 972.647.6700' www,txLcom September 8, 1998 Dietz Construction P. O. Box 814 Rockwall, TX 75087 Attn: Ms. Giselle Dietz RE: 􀁁􀁾􀁲􀁡􀁨􀁯􀀠Road-Bollards
􀁃􀁾􀁴􀁹􀀠of Addison 8274 􀁾􀁨􀁥􀀠attached concrete mix design utilizing the appropriate ASTM C-33 or ASTM C-330 aggregate is proposed for use on the above referenced project for ready-mixed
concrete to be furnished byTXI. To ensure that the correct mix is delivered to your 􀁾􀁲􀁯􀁪􀁥􀁣􀁴􀀬please order by the mix design number which appears 􀁾􀁮􀀠the upperleft hand corner
of the mix,design. Texas Industries certifies 􀁾􀁨􀁡􀁴􀀠the above mix design, 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, applicableprovisions of C 94, and evaluated'in
accordance with applicableprovisions of the ACI 318 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 of all test reports when streng,th of concrete is used as a basis for acceptance. Contact us if you have any questions or require any additional information. Please notify
TXI of approval of the proposed mix design prior to its use. Failure to notify us prior to first placement shall constitute acceptance. To ensure that the propermix design is ordered,
please send a copy of this letter,'after approval, to the above referenced project to be used by the person ordering the concrete for this job. Sincerely, 
Mix #: 8274 Description: 6.00SK ADMIX/AEA PCS Strength: 4000 psi @28 Days BOLLARDS Maximum Coarse Aggregate: 1" -#4 CRUSHED STONE Maximum·Water/Cement Ratio: 5.00 gal/sack or 0.443 lbs/lbCement/Cemen
titious Content: 6.00 sacks (per cubic yard)Maximum Placement Slump: 4.00 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.D 564 lbs. ASTM C 150 TYPE I CEMENT 1840 lbs. 1" -#4 CRUSHED STONE 1294 lbs. CONCRETE SAND 250 lbs. or 30.0 Gallons of water 2.0 to 4.0 oz/cwt of ASTM C-494 Type D 􀁳􀁾􀁥􀁣􀁩􀁦􀁩􀁥􀁤􀀠Air
Content: 3.0% -6.0% P acement Slump: 3.00 + or -1. 00 inches .' 
PUMPING NOTES /RECOMMENDATIONS 1. 5" minimum diameter lines with no reduction to smaller lines. 2. Keep rubber hose to absolute minimum length and plan pipewith as few 90 degree angles
as possible.3. Samples for slump and strength tests should be taken @discharge end of hose for strength guarantee to be valid. 4. To prime pump lines, a minimum of 8.0 sack grout should
be used for lubrication. In the case of strength concrete, equivalent strength grout should be used if the groutremains in the placement.5. Pump mixes are based on minimum cement content
pumped at ground level. As pump line increases in length or heightand/or layout configuration changes, additional cement maybe 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 .
.Unless otherwise indicated, when the concrete temperature at point of placement exceeds 90 degrees, TXI will 􀁧􀁵􀁡􀁲􀁡􀁮􀁴􀁥􀁾􀀠the strength performance of the mix design(s) herein
submitted up to a maximum placement temperature of 100 degrees using an ASTM C 494 Type D retarding water-reducer as long as the concrete is placed within 75 minutes from batch time.
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. 
•• •• •• •• •• 'r3.XAS DfDUSTR.XJtS CO:NC:RB"I'B DBSIGlf BV'ALUATtOH J?at:tu 09/08/98 ... StatiaUea Co1tlpiled Pram xndepeudlUlt Laboratory Teat Specimens .. Strength: 4000 pai • 28
Days Temperature Test Plant (Fahrenheit) Plaoement Percent 􀂷􀁾􀁾􀂷􀀭􀀭􀀭􀀭􀀭􀀺􀀲􀀸􀀠Day 􀀭􀀭􀀭􀀭􀀭􀀭􀁾􀀭CUmulative Moving Number Date Number Ambient Concreta Slump (in) of Air PSI 1
PSI :2 PSI Avg Average Avg of 3 Range ------. 1 03/27/'8 ao 4.75 4.0% 5360 5160 5260 5260 200 2 03/27/98 a. 3.75 3.n 5350 5270 5310 5285 '0 3 03/27198 oa 3.50 4.0% 5840 5740 5790 5453
5453 100 4 04/06/•• 43 .3 73 5.50 N/A 5180 5340 5260 5405 5453 160 5 04/:20/98 82 5.50 N/A 4520 4500 4510 5226 5U7 20 • 04/22/9& 41 52 '4 5.50 N/A 4580 4630 4605 5123 4792 50 • 7 04/23/98
43 72 7. 5.75 N/A 4070 4140 4105 4977 4407 70 04/28/98 4. 5. 70 5.00 N/A 5150 5060 5105 4993 4605-9. • 0412.1'8 40 52 60 4.75 N/A 5240 S030 5135 5009 4782 21. 10 04/2819,a 4. 50 70 5.25
N/A 4760 4520 4640 4972 4960 240 11 04128/9. 40 6. 4.50 N/A 5540 5590 5565 5026 S113 505' 12 05/05/'. 40 7. 7' 5.00 5.0% U50 4280 4215 4958 480? 130 13 05/05/98 4. 7, 74 4.75 4.n 4070
4000 4035 4887 4605 70 14 05/05/98 40 7. 5.25 3.9\ 4580 4660 4620 4868 4290 ao 15 05/05/9S 40 65 5.00 4.3% 4770 4860 491S 486S 4490 .0 05/14/98 42 7. 75 4.75 4.3\: 5260 5380 5320 4893
4918 120" 17 05/18/98 .3 '3 92 4.25 N/A 4160 4030 4095 4846 4743, 130 1a 05/lSI/Sl8 4. .2 a4 5.00 N/A 4570 4.760 4665 4836 4693 "0.,OS/21/98 4J 3.50 N/A 4610 4540 4575 48:22 4445 70
20 " 05/:29/98 42 9' 8' 5.25 " 2.0\ 5060 4UO 4970 4830 473' laO 21 06/01/S8 43 .8 .2 5.50 N/A 5160 5080 5120 4844 4888 30 22 06/0:2/98 .2 .6 5.00 N/A 4530 4580 4555 4830 4882 so 23 06/03/98
42 •• 33 " 5.00 4.2\ 4350 4410 4380 41311 4685 60' 2. 06/04/98 .2 90 a. 5.00 4.0\ 5160 5330 $245-4829 4727 170 25 06/0.1•• 43 .a '2 3.50 N/A 43&0 4410 4395 4812 4673 30 26 06/10/98 5.50
S.S\: 4920 5050 4985 4818 48?5 130 ., 2' 27 06/10/98 5.50 5.8\ 4:270 4410 4340 4801 4573 140 28 06/11/Sl8 37 5.75 N/A 3660 3750 370S 4761 4343 90 06/15/98 91 4.50 N/A 5240 5290 5265
4779 4437 50 30 06/15/•• '2 4.00 , N/A 3950 4170 4060 4755 4343 220'0 ••• Averages ••• ao 4.86 4.:2% 
COMMENTARY OF STATISTICAL EVALUATION OF CONCRETE DESIGN RESULTS Mix Num: 8274 Strength: 4000 psi @28 Days Paragraph 5.5 of ACI 318-89 provides that as data becomes available during construction,
the amount by which (F'cr) must exceed the specified value of (F'c) may be reduced, provided: (a) 30 or more test results are available and average of test results exceeds that required
by Section 5.3.2.1, using a standard deviation calculated in accordance with Section 5.3.1.1, or (b) 15 to 29 test results are available and average of test results exceeds that required
by Section 5.3.2.1,using a standard deviation calculated in accordance with Section 5.3.1.2. The required average compressive strength has been calculated using a standard deviation calculated in accordance
with ACI 318-89 Section 5.3.1.1 or Section 5.3.1.2 and is the larger value of these calculations: F'cr = F'c + 1. 34 (SD) = 4000 + 1.34 ( 517.2) = 4693 F' cr F'c + 2.33(SD) -500 4000
+ 2.33 ( 517.2) -500 4705 SUMMARY OF STATISTICAL ANALYSIS 28 Day Test Data Number of Tests ......................... . 30 Maximum Value ........................... . 5790 psi Minimum
Value ........................... . 3705 psiRange ................................... . 2085 psi Average Strength........................ . 4755 􀁰􀁳􀁾Standard Deviation......................
. 517 􀁰􀁳􀁾􀀠Required Average Strength to satisfy minimum probability conditions of ACI 318-89 Section 5.3.2.1 .............. . 4705 􀁰􀁳􀁾Design excess beyond code requirements ..
. 50 PSl 
MIDLOTHIAN CEMENT PLANT' 245 Ward.Road' Midlothian, Texas 76065' www.IxLcom SPECIFICATIONS· Portland Cement Type 1111 (Low Alkali) A.S.T.M. C150-97 J.R. Owens • being duly sworn deposes
and says; that he is Chief Chemist of TXI, Midlothian Cement Plant. who prepared the above report of tests and that the same is true and correct. 􀁾􀀮􀁇􀀲􀀬􀁾Notary Public 􀁾􀁃􀁨􀁥􀁭􀁩􀁳􀁴􀀠Subscribe
d a d sworn to before me this 17th day of July. 1998. • See ASTM C150 Table 1. Footnote B. K. C.COKER Notary Public STATE OF TEXAS My Comm. Exp. lQ/2U96 
Conerete ProduetsGRACE W,R. Grace &. Co. 2001 Eo.t Randol Mill. Sulfe # 115 Allington. 1)( 76011 (817)461-4101 January 8, 1998 (817)459·1084 Texas Industries, Inc. Dallas, Texas Gentlemen:
This is to certify that DARATARD-17, a water-redu«ing set-retarding admixture, supplied by the Construction Products Division, W.R. Grace 8. Co.-Conn., is formulated to comply with Specifications
for Chemical Admixtures for Concrete, ASTM Dasignation: C-494, as a Type B 8. 0 admixture; and the Standard Specifications of the Texas Highway Department. No chlorides or halogens are
added to DARATARD-17 as functional ingredients during manufacture. . Material supplie,d for the above referenced project is identical in all respects, including concentration, to the
one originally submitted to and approved by the Stale of Texas, Dept. of Transportation. The above is in addition to and not in substitution for our standard Conditions of 􀁓􀁾􀁬􀁥􀀠printed
on the reverse side hereof. Tom C, Henson Districl Manager Subscribed and sworn sworn to, before me, this 8th day of January, 1998 A.D. 􀀾􀁴􀁾􀁻􀁊􀂷􀁷Lorene S, Rasa, Notary PubliC In
and For the State of Texas We hope the jnformotioo g!ven he!'9 will be helpful. I! !s based on our bestknowledge. ()I\(j we beltev& i! 10 be true and occurote. 􀁐􀁬􀁥􀁯􀁾read 011 statements,
r9CQf\"ll'l"\et'\doH(lns (J( suggestION hereln In contUC1IOl'1 wllhour condillOos of 􀁾whieh 0pSJiy 10 all go<:x:Ss SUpplied bv w.We ossume no responslbaLty1ot the use or Ihese slalements.
recommel'\dotions, 01 SUgr;;)EtStlons. nor do we Intend them os orccomrnondaUon ler ooy use whICh would Inlrfngeony PlIant Of COpyt'\ght 
Grace Consfrutlion Products GRACE W.R. Grace&Co.·CoM. 4323 Crites Street P.O. Box 2585-77252 Houston, 1')( 77003 March 6. 1997 Texas Industries. Inc. ·1341 W. Mooklngbird lane Dallas.
TX 75247.-6913 Gentlemen: This is to certify that WRDA, with HYCOl, a water-reduolng admixture, as manufactured and supplied by the Construotion Products Division. W.R. Grace & Co.-Conn
.. is formulated to comply with Specifications for C!}emical Admixtures for Concrete, 'ASTM Designation: C-494. Type A (AASHTO M194. Type A). No chlorides or halogens are added to WRDA
with HYCOl as functional ingredients during manufacture. Materiaj',supplied for the above referenced project is identical In all respects,:'" includin'g concentration, to the one originally
submitted to and approved by the State of 􀁔􀁥􀁾􀁡􀁳􀀮􀀠Dept. of Transportation. The above is In addition.to and not in substitution for our standard Conditions of Sale printed on the
reverse side hereof. Sinc}:ely, I 􀁾􀂥􀀠􀀮􀁾􀁃􀀠' 􀁾􀀮􀀠. Tom C. Henson District Manager Subscribed and sworn to. before me. this 6th day of March, 1997 A.D. , ; • • We hope tho InformQtion
give" "'etc: wlll be helpful. tl ts 'xued 0(\ our 􀁢􀁥􀁾􀀱􀀠knowledge, ond we believe 1110 be Irue end Q<:<urOle. Pleose tead ollslclemenls. f&cotnmeOOoliom. 􀁾􀀠'U9gel1ions ruucin In
ConilJt'lC.liOl'1 wi!h our c:o!Yli"o.u of $Ole which opply to 011 go«fl Juppfled by us, We ouutntl no ttJJpQI'I"blfily fO( !he Vloe of Ihc14 ,'alcmena. te.;;ommendoHotlJ. or $uggoIl101'\1..
nO(Qo ..... e intend the." Ol 0 re('omf'nendollot!o flY ...... 􀀬􀀮􀁾􀁾􀀠...'hlAo. ... , • .t" •• 
Groce Construction Produd$ W.R, G,ace & Co.. ConnGRACE 4323 Cli!es Slleel P.o. Box 2585·77252 Ho",,,,n. TX 77003 August 18, 1998 Texas Industries, Inc. Gentlemen: This is to certify
that Daravair 1000, an air-entraining admixture, as manufactured and supplied by the Construction Products Division, W.R Grace & Co.-Conn., is formulated to comply with Specification
for Air-Entraining Admixtures for Concrete, ASTM Designation: C260 (AASHTO M154). Daravair 1000 does not contain calcium chloride containing compounds as a functional ingredient. Chloride
ions may be present in trace amounts contributed from the domestic water supply used during the manufacturing process. Material supplied for the above referenced project is identical
in all respects, including concentration, to the one originally submitted to and approved by the State of Texas, Delli. of Transportation:. The foregoing is in addition to and not in
substiMion for our standard Conditions of Sales printed on the reverse side hereof. Sincerely. Tom C. Henson District Manager Subscribed and sworn to, before me, this 18th day of August
1998, A.D. LORENE B. RASO MY COMMISSION EXPIRES Morch 28. 2002 J . # Jib"l?11C) d. /(/).4"r Lorene B. Raso, Notary Public In and for the State of Texas W'a 􀀻􀀮􀀺􀀺􀀽􀁾􀀠􀀧􀁾􀁥􀀠􀀢􀀭􀀻􀁾􀀧􀀭􀀺􀀺􀀺􀀺�
�􀀢􀁃􀀢􀀠􀀺􀀻􀁾􀀢􀀠"'e"e w":' be 􀁾􀁥􀀧􀁇􀀻􀁉􀀮􀀺􀀺􀀬􀀠!l;S b:::::r.e::: C'l :::;\Jf bes: (-:::::..,re:!ge. c,d we believe ;: lC be Irlle ond cccurc'e. ?tecse reo::! ell Slc:emeflIS,
􀁲􀁥􀁣􀀺􀀺􀀺􀀭􀀺􀀺􀂷􀀭􀁥􀀭􀀺􀀺􀀺􀀺􀀻􀀺􀀩􀀢􀀧􀀺􀀻􀁾􀁬􀀺􀀻􀀾􀀱􀀠􀀵􀀧􀀺􀀺􀀲􀁥􀁩􀀭􀀺􀁾􀁲􀁾􀀠>:e'e '" :". C:::":"I':;':Crl \.pi:-: c;:r ccr.d -:0.":5 d sofe w"iCh 􀁯􀁾􀁰􀀡􀁹􀀠10 011 􀁥􀁾􀁃􀁃􀀤􀀠$.,<co!ied
by 115. We r:m..,rtie nc respol"Islb;!iry for !he ...sa c: 􀀺􀁨􀁥􀀵􀁾􀀠􀀡􀂷􀀽􀂷􀁥􀀭􀁥􀁾􀂷􀀺􀀻􀀮􀀠􀁲􀁥􀀺􀀺􀀧􀁚􀀭􀀻􀀢􀀧􀁥􀁾􀀭􀀺􀁩􀁾􀀧􀀻􀁇􀁆􀁓􀀿􀀧􀀠􀁳􀁾􀀻􀀺􀀿􀁬􀀡􀀧􀁷􀀧􀁯􀁮􀁳􀀠:'0' 0::1
we i"'lV:C :i>:e'tJ as 'eCO:'l"l"1"-encorion for cmy "se which would i"frlnge ar.y patenl or copyr:ght 
Concrete ProductsGRACE W,R. Grace &: Co. 2001 East Rondol Mill. Suite # 115 Arlington. 1)( 760H (8l?) 461-4101 January 8,1998 (817) 459·1084 Texas Industries, Inc. Dallas, Texas Gentlemen:
This is to certify that DARACEM-19, a high range water-reducing 􀁡􀁤􀁭􀁩􀁸􀁴􀁵􀁲􀁥􀁾􀀠as manufactured and supplied by the Construction Products Division, W. R. Grace & Co.-Conn., is
formulated to comply with Specifications for Chemical Admixtures for Concrete, ASTM Designation: C-494, Types A & F (MSHTO M,j94, Types A & F). DARACEM-19 does not contain calcium chloride
or chloride containing compounds as a functional ingredient Chloride ions may be present in trace amounts contributed from the domestic water supply used during the manufacturing process.
The above is in addition to and not in substitution for our Standard Conditions of Sale printed on the reverse side hereof. , > Sincerely, ,. .t 􀁾􀁃􀁾􀁾􀀠Tom C. Henson District Manager
Subscribed and sworn to, before me,. this 8th day of January, 1998 A.D. 􀁾􀀯􀁤􀁖Lorene B. Raso, Notary u lie In and For the State of Texas We hope IhO IntOlmoUon given here will be helptl,ll.
II Is based on our best 'knowledge. end we believe (\ to be true and oCt:\irote. Pte¢se reed all sfotemenb. 􀁲􀁥􀁣􀁯􀁭􀁭􀁥􀁮􀁾􀁯􀁬􀁬􀁯􀁮􀁳Of suggesfk.H''!5 herein in cc::oluclion wilh
our conditions 01 sete whiCh apply to all goods wPPlied byU$, We omrtne no respQnt!bffity for lha use of Ihess !Iolemonls. reeommendotiOO$, 0/ruggm1ion$. nor do we Intend Ihem 0$ 0 recommencfolion
for ony usa whiCh woufd infringe Onlf pcllenf or copytlghl. l 
TEXAS INDUSTRIES QUALITY CONTROL DEPT. AGGREGATE SIEVE ANALYSIS Date: 07115198 Production Facility: BRIDGEPORT Size: Grading Designation: ASTM C-33 1" -#4. Project: •••..ALL TESTS ....•
Sample Location: : ! SIEVE CUMULATIVE SIZE WT. RETAINED 2.0" 1.5' 1.0" %/0 %1'1 318" #4 #8 #10 #16 #30 #40 #50 #100 #200 PANWT. CUMULATIVE CUMULATIVE % RETAINED % PASSING 0 100 1.72
98.28 17.46 82.54 55.43 44.57 79.30 -20.70 .'97.20 2.80 98.83 1.17 99.13 0.87 REQUIRED SPECIFICATION I % RETAINED % PASSING : i 0 100 I 0-5 95 -100 i 40 -75 25-60 90 -100 0-10 95 -100
...{l-5 Decant .89% '100% of tests: 151 Size: 57 PLANT: BRIDGEPORT 
TEXAS INDUSTRIES QUALITY CONTROL DEPT. AGGREGATE SIEVE ANALYSIS Date: 07/16/98 Production Facility: AMBROSE (LAnIMOREl Size: Grading DesIgnation: ASTM C-33 FINE AGG. Project: •....ALL
TESTS....• Sample Location: I .. I I I I I I I SIEVE SIZE CUMULATIVE WT. RETAINED CUMULATIVE % RETAINED CUMULATIVE. % PASSING REQUIRED % RETAINED SPECIFICATION % PASSING i 2.0" 1.5"
• 1.0' , 􀁾􀁮􀀠j %'" 3/S" -I . #4 1.83 98.17 0-5 95 -100 #8 12.62 87.38 0-20 -80 -100 #10 #16 22.25 77.75 15-50 ! 50-85 #30 45.85 54.15 40-75 25 -60 #40 #50 80.27 19.73 70 -90 10 -30
#100 97.74 2.26 90-98 2 -10 #200 99.57 0.43 97-100 0-3 PANWf. 2.61 Fineness Modulus Decant: M.C. 5.3% S. E. 95.2% 100% of tests: 129 Size: 33 PLANT: AMBROSE(LATTIMORE) Job: 
HUITT·ZOLLARS, 􀁉􀁎􀁾􀀠3131 McKinney Avenue, Suite 600 DALLAS, TEXAS 75204 (214) 871·3311 TO T..,,.._ O£ AJ.J..;.J""" -f/",{'h-", Wv/..s Ii. .0, P.... 19-1/. OA.TII: t1-I-'3f3 ATTENTIOI'I
..), .... RE, L1 lL,,1Lr. IJ o::,,".: l'7n-o( P;£,ra.., ,t!E, LA t1.i -n.. , , WE ARE SENDING YOU p( Attached ....."'41"'ic..'1.-____the following items: 0 Under separate cover via_-Ltl
o Shop drawings o Prints o Plans o Samples o Specifications 0 _____________________________________Jl( Copy of letter o Change onder COPIES DATE NO. DESCRIPTION I Jf.1',[ 􀁉􀁊􀀢􀁾􀁊􀀻",
1,7:(._ i ! ! THESE ARE TRANSMITTED as checked below: I i ! o For approval o Approved as submitted o Resubmit____coples for approval 􀁾􀁄􀁲your use o Approved as noted o Submit ____coples
for distribution o As requested o Retu rned for corrections o Retum ____corrected prints o For review and comment 0 _________________________ o FOR BIDS DUE ______________19_____ 0 PRINTS
RETURNED AFTER LOAN TO US REMARKS ______________________________________________________________________ COPYTO,__________________________________ SIGNED:._A..L:...I-..._..LlL􀁾􀁾􀁬􀀮􀀢􀀢􀀧􀀭􀁳􀁴􀀺􀁾
______.... It ."closures ete not •• noted. kindly notify us .t onee. 
E FAX (214) 362-'201 TELEPHONE !Z14) 358-6581 ED BELL. CONSTRUCTION COMPANY 􀁐􀁏􀁾􀁔􀀠OFFIce; BOX: ""'07"7 10806 HAI'tRV HINES 􀁄􀁁􀁾􀁌􀁁􀁓􀀬􀀠TEXAS 7535<o07e7 CALLAS, TEXAS 75220 August
31, 1998 Mr. Kenneth A. Roberts, P.E. Vice President Huitt-Zollars, Inc. 3131 McKinney Avenue, Suite 600 Dallas, Texas 75204 Re, Arapaho Road Reconstruction Addison Road to Dallas North
Tollway Town ofAddison Dear Mr, Roberts: We are in receipt of your approval ofour batch design for concrete that we intend to produce with our concrete batch plant. It is our understanding
that the design has been approved for machine work only. In order to comply with the NCTCOG specifications for hand finished concrete, we propose utilizing the same batch design and
increasing the cement content to 564 pounds (6 sacks) per cubic yard of concrete for concrete that will be hand finished. Increasing the cement content to 564 pounds produces a design
that is very similar to Lattimore mix design #42, which bas a satisfactory strength history IUld has already been approved for utilization. We are confident that adding a sack ofcement
to our machine fmish design will produce concrete that complies with the NCTCOG specifications. Please infonn us of your decision regarding this proposaL Ifyou have any questions regarding
this information, don't hesitate to contact our office. S-erely, lCqComp.." -Robert . Weber Project Engineer A'" EQUAL OPPORTUNITY EMPLOYER 
TOWN OF ADDIsoN To: •􀁾􀁮􀀠,(bh-RY!=s Company: ;.fu, if-Z //qrs FAX#: 1--14--?7( -075"7 Date: g-2../7L # of pages (including 􀁾􀁶􀁥􀁲􀀩􀀺􀁾􀀠PUBLIC WORKS From: James C. Pierce,Jr.,P.E.,DEE
Assistant City Engineer Phone: 􀀹􀀷􀀲􀀯􀀴􀀵􀀰􀁾􀀲􀀸􀀷􀀹􀀠FAX: 􀀹􀀷􀀲􀀯􀀴􀀵􀀰􀁾􀀲􀀸􀀳􀀷􀀠16801 Westgrove P.O. Box 9010 Addison, TX 􀀷􀀵􀀰􀀰􀀱􀁾􀀹􀀰􀀱􀀰􀀠Re: /!!;K 1)eSI2r1 -. 􀀯􀁊􀁲􀀴􀀮􀀮􀁦􀁾􀁌􀁡􀀠f§!
.. o Original in mail o Per your request o FYI o Call me comments:_--!..h--=&_r_-!..I'1_:e......;v.=--.:.../__ _􀀧􀁥􀀴􀀮􀁊􀀭􀀽􀀭􀀭􀀡􀂢􀀢􀀧􀁉􀀭􀁟􀂥􀁴􀀭􀁆􀁆􀀡􀀡􀀭􀀽􀀭􀁲􀁯􀁾􀁬􀀯􀀭􀀽􀁱􀁊􀀽􀀭􀁉􀀭___

FAX (214) 352-3201 TELEPHONE (214) 358-6581 ED BELL CONSTRUCTION COMPANY POST OFFICE BOX 540787 10605 HARRY HINES DALLAS, TEXAS 75354-0787 DALLAS, TEXAS 75220 August 14, 1998 Mr. James
C. Pierce, Jr., P.E. Assistant City Engineer Town of Addison P.O. Box 144 Addison, Texas 75001 Re: Arapaho Road Reconstruction Addison Road to Dallas North Tollway Town ofAddison Dear
Mr. Pierce: As we have discussed on earlier occasions, EBCC is exploring the option of erecting our concrete batch plant to produce concrete for a portion of the referenced project.
Enclosed for your review and approval is our concrete batch design developed by Maxim Technologies, Inc. for 650 psi (flex) concrete for paving. Please inform us of your decision regarding
this design. If you have any questions regarding this information, don't hesitate to contact our office. Sincerely, 􀁾􀀱􀁾􀀱􀁬􀀠Con ction Company 􀁾􀁾􀀮􀁣􀁢􀁉􀀮􀁑􀀮[---Robert D. Weber
Project Engineer AN EQUAL OPPORTUNITY EMPLOYER 
Maxim Tschno/Ogi811 Inc. 257S l.oM SIor Or•• P.O. !Io>t 22C/2T Oollaa. T_ 􀀷􀁾􀀠Talephcml!: (214) 631-DOO TIICHNOLOGUS INC FAX:. (214) 92Q.11\G1Portland Cement Concrete Mix Design Report
Cieat: Ed Bell COJlStNi:ticD Project No.: 9863997 10605 Hmy Hines Blvd. 􀁾􀁎􀁯􀀮􀀺􀀠13604() DaIIaa, T_ 75220 Service DItel. 08/07198 AUI:I: Robert WeiIbcr p..,lon Project: Caacn:tc Mix
Design 5.0 4.0_ 0.50. 􀀱􀁾􀀺􀀱􀁉􀀱IIAd #2 Normal Ponlaad Normal Fly Ash 1 112"-1#4 1#4 .0 Wat« RlIcb:&r typeI TypeC C:usbed SfoDI: Nillulal SIIIId ASTMC494 2.39 NA NA NAObsllbs) 3.15
2.14 2.66 2.62 NA 410 0.00 5' 1922 o 11.56 ,'1-"\''1 <. 1321 8.10 233 3.73 14.1 NA 2.4 1.22 Uait Weigbt ofF...Coacrete(IbIcuilk root)! 146.4 AdjIlllC WIIIIIt to mpjnt.win 4-•• .Adjust
Iireaaail:tiD&lI&IIIlto m"u",,;n 4.5% air Il(IDIent Weights _ s.s.o.-MoistunI 􀁾􀁉􀁕􀁱􀁉􀁬􀁩􀁒􀁤􀀮􀀠Oor-. ... _ .......__.""_.. _....., __..._ ...... p' ,_..10& __ _ ...""-.......,..1'110."'_____--.0
._...__..............-.......,.........-.......-."'----..._,........ 
2149201891 TO 93523201 Maxim Technologisslnc. 2575 t.on. Stat Or. -P.O. Box 224227 0.11••, T""", 76222 Tolopllone,1214l831.27ooTECHNOLOGIES INC FAX, 12141 920·U191 REPORT OF CONCRETE
FLEXURAL STRENGTH CLIENT; ED BELL CONSTRUCTION 10605 HARRY HINES BLVD PAGe 􀁾􀀠OF :<l A'l"TN, ROBERT WEBBER DALLAS, TX 75220 􀁐􀁒􀁏􀁊􀁾􀁃􀁔􀀠NO.' 98 ..3997 R€POflT NO.: 13604.0 PROJECT:
MIX DESIGNS OATEOF SERVfce: 7/10/98 AUTHORfZATfON: REPORT DATil, 8/07/98 SERVICES; Test flexural streng.h specimens prepared to confirm strength properties of the mix design. PROJECT
DATA CONTRACTOR: £0 BELL CONSTRUCTION CLASS OF CONCRETE: In-lab design CONCRETe SUPFUER, N/A OAT! OF PLACeMENT, 7/1.0/ge PLANT: N/A TIME SAMPLED: 05: OOPM BY: Michael Marlar, CET SPECIFICATION
REQUIREMENTS TEMPt;RAtURE tOegFl • AIR: 72 CONCRETE: 81 STRilNGtH: 6S0ps1 @26 DAYS TRUCK NO: N/A TICKET NO: N/A SLUMP' 4"Max. AlA: 3-6 MEASUReD SLUMP (in.): l.25 METliOO OF TEST AtR
CONTENTI'Ilol: 4.8 UNIT WCI<)HTtpc1l: 145. G SAMPt.ING, ASTM Cl72 LOCATION OF PLACEMENT:MOLOING MOLOING 8. CURING: ASTM cn In lab mix dedgn.SLUMP, ASTM C143 TEMPERATUAE: ASTM Cl.064
AIR CONTENT, ASTM C:<l31 UNIT WEIGHT: ASTM C1.36 TESTING: ASTM C76 REPORT OF TESTS CONCR£TE Ft.EXURAL STRENGTH. Iii X , SEAMS 8EAM SPECIMEN MAXIMUM MOOULUS OF MARKED DATE AGE BEAM OIMENSION
Un.) MOISTURE 8EARING LOAD RUPtURE 􀁾􀁴􀀮􀁲􀀠...t!Q,... TESTEO 􀁾WIDTH OEPTH LENGTH CPN!)ITION CONTACT IlbS. forcel {e§i} REMAAKS 1 􀁾􀀠7/17/99 7 6.20 6.00 18 WET GRND/SHDIMED 7140 575
1 .2 7/17/96 7 6.10 6.00 18 WET GRNO/SHIMMEIl 7260 5l/5 l. 3 7/l7/96 7 6.10 6.00 18 WET GllND/SHIMMED 6960 570 1 4 8/07/96 26 6.00 6.10 16 WET GRND/SHIMMEIl 10140 S:<lO 1. 5 8/07/98
28 6.00 ".10 1.8 WET GRND/SRIMMED 9120 736 1 6 8/07/98 28 6.10 6.10 18 WET GRND/SHIMMED 9000 715 Report Of 􀁔􀁥􀁳􀁾􀁳􀀠Continued On Page 2 
Maxim Technologies Inc. 2575 Lone Star Or. -P.O. Box 224227 Dallas, Tex •• 75222 Telephone: (214) 631·2700TECHNOLOGIES INC FAX: 12141 920·1891 REPORT OF COARSE AND FINE AGGREGATE TESTING
CLIENT: ED BELL CONSTRUCTION 10605 HARRY HINES BLVD ATTN: ROBERT WEBBER DALLAS, TX 75220 PROJECT NO.: 9863997 REPORT NO.: 135856 PROJECT: MIX DESIGNS DATE OF SERVICE: 6/25/98 AUTHORI2A
TION: REPORT DATE: 7/29/98 SERVICES: Coarse and Fine Aggregate Testing. REPORT OF TESTS Sieve Analysis of Coarse Aggregate -ASTM C-33 Size #457 Sieve Size Actual Percent Passing Required
Percent Retained --1 1/2" 3/4 3/8 #4 98 42 20 3 95-100 35-70 10-30 0-5 Report Of Tests Continued On Page :2 Our 􀁾􀁴􀁴􀁥􀁴􀁳􀀠and fOpOrts are for the exclusive use of {he cfient to whom
they are addressed and ShalL not be reoroduceo except in fun without the approval of the testing laboratory. TM \,1$$ of our nam\l must receive our Wfitten approval. Our \attet$ and
rllPort$ 1099DY apply 0fI1y to tha sample tested andjot inspected, and 8ra oot indicative of the ttuantiOOS: of 􀁡􀁰􀁐􀁦􀀧􀀦􀁦􀁉􀁬􀁾􀁖􀀠idBnti1,lal or simnar product,. 
ED BELL CONSTRUCTION REPORT NO. 135856 PROJECT NO. 9863997 PAGE 2 .OF 2 DATE OF SERVICE: 6/25/98 REPORT OF TESTS (Continued) Sieve Analysis of Fine Aggregates -ASTM C-33 Sieve Percent
Percent Size Passing Required * 3/8" 100 100 #4 97 95-100 #8 88 80-100 #16 78 50-85 #30 61* 25-60 #50 26 10-30 #100 5 2-10 Technician: Vince Mosakowski Report Distribution: 111 ED BEll.
CONSTRUCTION 􀁾􀀠􀁅􀀠􀁄􀁾􀁶􀁩􀁳􀀠Our leners and reports are for the exclusive use of the client to whom they are addressed and sh not re uced except in full without the approval at the
testing laboratory. The use of our name must receive our written approve. ur letters and reports1099DY apply onlv to the sample tested andlor inspeGted. and are not indicativa of the
Quantities of apparemlv identical or similar products. 
*************** -COMM.JOURNAL-􀁾􀁾􀁾􀁾􀀪􀁾􀁾􀁾􀁾􀁾􀀠DATE 08-21-1998 ****** TIME 09:16AM ** P.l MODE TRANSMISSION START=08-21 09:12AM END=08-21 09:16AM NO. COM SPEED NO STAT ION NAME/PAGES
TELEPHONE NO. 001 OK iii: 92148710757 006 -Rddison Svc Ctr -Upstairs􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀁾􀁾􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀨􀀠FAX-200 V2.17)*-972 450 2834-􀀪􀀪􀀪􀀪􀀪􀀪􀁾􀀪􀀪􀀪􀀠
HlllTT-7()UARS Huitt·Zoliars. Inc./3131 McKinney Avenue JSuile 600 I LB 105/Dallas, Texas 75204-2489/214/871·3311/FAX 214/871-0757 August 20, 1998 Mr. Robert D. Weber Ed Bell Construction
10605 Harry Hines P.O. Box 540787 Dallas, TX 75354-0787 RE: Arapaho Road -Addison, Texas Dear Mr. Weber: Attached is the concrete mix design to be produced by your batch plant for the
Arapaho Road Project. The mix is approved for use when the concrete is to be machine finished in accordance with NCTCOG Specification 5.8.2.h.1. For concrete that is to be hand finished,
NCTCOG Specification 5.8.2.h.2 requires the addition ofone sack ofcement per cubic yard. A mix design for hand finished concrete with appropriate tests results needs to be submitted
for review. Please feel free to call ifyou have additional questions. Sincerely, HillTT-ZOLLARS, INC. ,It.,,"'/' A 􀁾􀀠Kenneth A. Roberts, P.E. Vice President Copy: Jim Pierce, P .E.,
Town of Addison H:IPROJlOI177201IEDBELL3.DOC Dallas I Fort Worth I Houston I EI Paso! Phoenix I Tustin I Ontario I Albuquerque 
I FIIX (21M 352·'201 TELEPHONE 􀀨􀀲􀀱􀀴􀁬􀀳􀁓􀁓􀁾􀀵􀀸􀀱􀀠I ED BELL CONSTJlltUCTION COMPANY PO,!!T OFFIOE BOX 5<0787 10GIl5 HARRY HINES DALLAS, TeXAS 75354-0707 DALLAS, TEXAS 75220 ·
August t4, 1998 ; :vir. James C. Pierce, Jr., P.E. : Assistant City Engineer • Town ofAddison · P.O. Box 144 • Addison, Texas 75001 · : Re: Arapaho Road Reconstl11ction Addison Road
to Dallas North Tollway Town of Addison Dear Mr. Pierce: i As we have discussed on earlier occasions, EBCC is exploring the option of erecting our l concrete batch plant to produce concrete
for a portion of the referenced project. Enclosed for · your re\tjew and approval is our concrete batch design developed by Maxim Technologies. Inc. for 650 psi (flex) concrete for paving.
Please inform us ofyour decision regarding this design. Ifyou have any questions regarding this information, don't hesitate to contact our office. Sincerely, 􀁾􀁾􀁴􀁬􀁬􀀠Con. ction Company
􀁾􀁢􀁾􀀧􀁾􀀠I Robert D. Weber ! Project Engineer AN EQUAL OPPO/iTUNITY EMPLOYER 
" ..........."'" 􀁾􀀭􀀧􀀧􀀧􀀧􀀧􀀧􀀧􀀧􀀧􀀠.0.-..;-.....1' , ." .............-........................... <-......... u...irn T-.t>rrGI..... Imr. 2Sl'!l \,QfI& _ Dr.· P,Q. !Jolt Z!C2Zl'
D...... 􀁾􀁬􀁁􀁮􀀠T__(2t-4) 􀁣􀁮􀁾􀀠!fAX: 11'1'" "flit!Portland Cement CODcrete Mix Design Report 􀁬􀁫􀁬􀁂􀁣􀁬􀀱􀁾􀀠froject&: 1060' HmyHiacci s.t..t ......No.! DaUat. T_ "220 s.m.elWt:
AIID: lWIcn WclIba" ' ..1 all 􀁾Mix Dcsip A.8&... #1 112 0 192.1 1321 233 14.1 2.4 VIIitWeiptall_COIIcnt.t(lhf1!llbie foot). 146.4 A4--fO·ejzpjn ..• 1hImp. "........aiuiJ&jJr,pllttolD...4.5%
.;cr' I Wc9ls_s.s.D..-􀁍􀀧􀁣􀁕􀁎􀁒􀁾􀁨􀁱􀁵􀁩􀁲􀁯􀁤􀀮􀀠I i . "". -. 􀁾􀀧i ./C?DE: _ !.APPROVED I 2. APPROVED AS N01tD (CORRECT AND RESUBMIT) v.... :v1.L.t: DATE I I 0.00 11.56 1.10 3,7)
}fA l.ll ""'......; ",". 
..........._ --"'-_ ... ,,'VV' .... AP_.... , ..... '-....􀀬􀁟􀀧􀀢􀀢􀀧􀁪􀁾􀁜􀀠 Maxim Technologles Inc. 2t7" t.onII5'r:I, gr.• p,o, Bo.21;&211 001.... T..... 'S222 􀁔􀁾􀀮􀀮􀀢􀀠􀁾􀀱􀀴􀁉􀀶􀀺􀁊􀁴􀀭􀁚􀀷􀀰
􀀰􀀠MX, 1214,920-"'" REPORT OF CONCFlET! flEXURAL STRENGTH 􀁃􀁌􀁉􀁾􀁎􀁔􀁬􀀠1m BELL CONS'l:RlJCTION , 10'05 􀁾􀁹RINES BLVD PAG! 1 Or 2 A':t"m, :ROl!BllT WEllt>lIlt D1\l.<Ll\S. 'l'X 75:320
PROJECt' hIO" 􀁾􀀦􀁇􀀳􀀹􀀹􀀷􀀠 f IIe'OIlT NO" 13604Q PRQ.lECT: OATiOF6E'AIIICe: 7110/98 AUTIIORIZATIOf<: 􀁁􀁾􀁬􀀧􀁏􀁴􀁯􀀻􀁔􀀠CATe; 8/07/98 811,VICES' rest 􀁦􀁬􀁥􀁸􀁵􀁾􀁡􀁬􀀠􀁳􀁴􀁾􀁥􀁮􀁧􀁴􀁨􀀠specimen
s prapared to 􀁣􀁣􀁾􀁴􀁩􀁲􀁭􀀠􀁳􀁴􀁲􀁾􀁨􀀠properties of eb.e. mix Clesign.. I PROJECT DATA 􀁃􀁏􀁎􀁔􀁾􀁁􀁃􀁔􀁏􀁉􀁉􀀧􀀠Etl BELL CONS1'll.tTCT::ON CLASS 0' eONC$I\E'iE; tn.-lab design 􀁃􀁏􀁈􀁉􀀻􀁾􀁩􀁩􀁔
􀁅􀁓􀁕􀁐􀁐􀁕􀁥􀁒􀀧􀀠lf/A OAT! OF PLAO!M!NT; 7/J.O/98 PJ.Atrl, N/A TIM! tiAMl'LEI), OS .OOPJol IIV, Michael MUlar. CET liPec;j:!CATION HEQ\JIIII!MI!NTS TEMPERATURe lo.al'l • AIR;'. CONC$I\iTE:
G1 􀁓􀁔􀁾􀁎􀁏􀁔􀁈􀀧􀀠6S0psi 􀁾􀀠28 DAYS TAUCi( TAUCi( NO: l'I/A TICKET NO: N/A SLVMI', 4·Max. All\, 3-6 􀁍􀁅􀁁􀁓􀁕􀁾􀁾􀁄􀀠SLUMP lin.l: 􀁾􀀠_2! METHOC OF '!CST AIR OONTeNTIU\, 4 ,I!.
UNIT 􀁗􀁉􀀡􀁉􀁇􀁈􀁔􀀨􀁾􀀮􀁬􀁬􀀧􀀠U,S ., SAMPUHCi, LOCATlQN OP PLACEMEIIIT;􀁾􀁉􀁭􀀻lit CURING: In 􀁾􀁡􀁢􀀠m.i", design.Sl\lMP: 􀁾􀁾􀁔􀁕􀁦􀀡􀀮􀀺􀀠AIR CONTENT, UNIT WEIGHT, TE$TlNG: REPORT
OF TeeTS 􀁃􀁏􀁎􀁣􀁲􀁵􀀻􀁔􀁾􀀠FI.il\UllAI. STReNGT>! ... X 􀁾􀀠BEAMS 􀀸􀁅􀁁􀁾􀀠SPliCll\ttN MA)lIMUM MOOIJLUSOP MAII!9i!i! OATE AGe MOISTURE 8EAAI!IIG LQAD RUPTURElet i NO. TI!lITIQ CONPrTlON
CONTACT II"'. f<oreJ!l 1",2 REMARKS􀁾􀀠,􀁾􀀠il 1/1'/9B 1>'20 G.OO 18 WET GRlIID/SHIMMI!I:> 71.40 575 1 ,:2 7/17/'8 7 􀁇􀀮􀁾􀁏􀀠6.0a U Win' <iilfIIW/SHIMKiP 7210 S'S 1 ;3 7/'1.7/98 7
6.10 S,OO HJ WET GIINl)/SIUHKm 11'9(0 $70 i 1 ,4 8/07/98 2B '.00 S.10 16 WET GRlm/SRll1l'lW l.Ql.4.0 82Q :I. !.s S/O,/U :28 6' .00 ';,10 10 WET l:I!lI1)/smMMED 9120 735 1 :6 8/07/98
28 6.10 IL10 U W£1' GRND/SH!MMED 9000 7lS 
Maxim TechnolClgies Inc. 2575 La.. 5tor Or. -P.O. Sox 224227 0.11••• Ta... 75222 Telepllon.: 1214j 831-2700 FAX: 12141920.1891 REPORT OF COARSE AND FINE AGGREGATE TESTiNG CUENTi EO SELL
CONSTRUCTION .l06'05 ItN\.Rlr HINES BL'IID ATTN I ROBERT WEllSEl< PAt.t.AS. TX 75220 PROJECT NO., !l663;!97 RSPORT NO.: 135856 PROJECT: • MJ:X DESIGNS DAle OF SERVICE: AlJTHORIZA TION:
5/25/98 fll:'POflT DATE: 7/29/'8 􀁓􀁅􀁒􀁖􀀱􀁃􀁾􀁓􀀺􀀠Coarse and fine Aggregate Teseins. . REPORT OF TESTS Sieve Analysis of Coarse 􀁁􀁧􀁧􀁲􀁥􀁧􀁡􀁾􀁥􀀠-ASTM C-J3 Size #41i7 sieve size
1 1/2" 3/4 3/9 #4 Actual Percent! Passing !fa 42 :20 3 Required Percent Reeained. 95-1()0 35-70 10-30 0-5 Report Of 􀁔􀁾􀁳􀁴􀁳􀀠Continued on 􀁾􀁡􀁳􀁥􀀠2 1Qa,OY 
lMAXlM ! ! , :80 SELL CONSTltUCTION REPORT NO. 13Se5e iPROJECT NO. 51863997 PAGE :I .OF :I ,DATE OF SERVICe: 6/45/98 :, I REPORT OF TESTS (Continued) Sieve Analyeis of F1ne Aggregates
-MTM C-33 Sieve iercent ierCe:l.l; Si:. Passing Req-.lired • 3/8" 100 lOO #4 :n 'S-lOO #8 68 80 -lOO #16 78 50-85 #30 61· 25-60 ISO 26 lO-30 #lOO 5 2-10 " . 􀁔􀀸􀁣􀁨􀁮􀁩􀁾􀁩􀁡􀁮􀀺􀀠Vince
Mosakowski F1eportiDlstribution:i1l m 􀁾CONSTRUCTION i 
HLllTI-70LLL\QS Huitt·2aHars. !nc./3131 McKinney Avenue I Suite 0001 LB 105/Dallas, Texas 75204-2489/2141871·3311 JFAX 􀀲􀀱􀀴􀀧􀀸􀀷􀀱􀁾􀀰􀀷􀀵􀀷􀀠May 11,1998 Mr. RobertD. Weber Ed Bell
Construction 10605 Harry Hines P.O. Box 540787 Dallas, TX 75354-0787 RE: Arapaho Road -Addison, Texas Concrete Mix Designs Dear Mr. Weber: The concrete mix designs you submitted for
the Arapaho Road Project are approved. From your cover letter, it is our understanding that Mix No. 42 will be used for Class C concrete for the retaining wall as well as for the street
pavement. I will mail you originaI copies ofthe approvaI. Please feel free to caII if you have any questions. Sincerely, HUITT-ZOLLARS, INC. Copy: Jim Pierce, P.E., Town ofAddison H:IPROl\01l77201IED
BELL1.DOC Dallas I Fort Worth I Houston JEI Paso I Phoenix !Tustin/Ontario I Albuquerque 
__ ______________________________________ _ .. -" \-,.." 􀀮􀀩􀁾􀀢􀀧􀁾􀁕􀁬􀀠. . "An Equal OPPOrtunity Empie.• .r" J'liL.EPHONE (214) 3S8-l ED BELL CONSTRUCnON COMPANY· --::tOST OFFICE
BOX 540787 10605 HARRY 􀁈􀁉􀁎􀁅􀁓􀀭􀁂􀁏􀁕􀁾􀀠lAUAS, TEXAS 75354-0767 DALLAS, TEXAS 􀀷􀁾􀀠FAX 􀁔􀁑􀀻􀁟􀀭􀀮􀀮􀀡􀁾􀁾􀁟􀁾􀁾􀀬􀀢􀀢􀀢􀀭􀀢􀀭􀀵􀀬􀀬􀀬􀀭􀂷____􀁾􀀭􀀭􀀭􀁟􀀭􀁟􀀭􀀭􀁁􀁾􀀠____􀁉􀁾􀁾􀁾􀁜􀁾􀁾􀁟􀁾􀁟􀁾
􀁾􀁟􀁾􀀠FAX NUMBER: FRQM: __ __􀀬􀁪􀀮􀀮􀀮􀀮􀁾􀁟􀀮􀀠J_fl'6.ele....;..:::;..::::..-______--.--_____ DATE; g' Hire 􀀷􀁾􀀠PAGE: ___ OF 13 MESSAGE: 􀁾􀀠jZ6., IF MESSAGE IS UNCLEAR PlEASE
CONTACT OUR OFFICE AT (214) 358-6581 THANKYQUI 
'FA)( (214) 352-320. 􀁔􀁉􀁉􀁾􀀡􀁐􀁈􀁏􀁎􀁅􀀠(2141 􀀳􀀵􀁡􀁾􀀤􀀵􀀱􀀠eO BELL CONSTRUCTION COMPANY !'OST OFfIC! !lOX 􀁾􀀴􀀰􀀷􀁡􀀷􀀠tOOQ! HARRY HINES CALLAS, TEXAS 75354-07$7 DALLAS. TEXAS
76220 May 8,1998 .Mr, James C. Pierce, Jr.. P.E. Assistant City Engineer Town of Addison P,O.Box 144 Addison. Texas 75001 Re: Arapaho Road Recoosttuction Addison Road to Dallas North
Tollway Town of Addison Dear lv1r, Pierce: Enclosed for you review and approval are our concrete batch designs from Lattimore Materials Company for 3000 psi (design 'If 38),3600 psi
(design # 40), and 4200 psi (design # 42) concrete. In addition to utilizing mix design # 42 to produce CL C concrete. it is Ollf intent to utilize mix design # 42 to produce concrete
for the paving 00 this project. Please inform us ofyour decision regarding these designs. If you have any questions regarding this information. don't hesitate to contact our office.
ion Company obert 0, Weber Project Eogineer AN EQUAL OPPoRTUNITY EMPl..OYER 
LA I rIMORE MATER I"" '5 PAGE 82 LATTIMORE MATERIALS COMPANY P.O. BOX5SS McKINNEY. TEXAS 75070-0558 (972) 569-4646 (en) 221-4646 Client: ECI Sell Consttuellan CD. D...: oa·May,GS ArtlPaho
Road Addison. Texas Cement Type 1. ASTM C-150. TeKS&-LeHigh Cament F'lyllsh: AS'I'M C-El1 e. C/l!lla C. Hglnam CeatHAgg.: ASTM C-33. 1",!J4 Latfimore Crushed Stone F"1I'1E! A9II.: ASTM
C-33. Lattimore Cener ..Sland Admbdurea: ASTM 0-494. Sill's ASTM 􀁾􀀶􀀰􀀮Slka 1 CUbk; Yard uy Weight • sao MIll. No. 38 41l 42 IS1nfngth. i3 Days 3000 31'100 4200 16110 Flex All' AJr
Air C..ment.lbs 470 511 564 FlyAab, lila I.J 0 0 e.,Agg.,I_ 1860 1850 1850 Sand. ilia 1437 1389 1332 Watllr.lba 221 238 :237 WIR,oz 18.S 20.7 22.6 AU. PI 3.1 1,4 U Total Weight 3984
3974 3993Unit Wt, lieF 147.5& 147.19 14Hi2 WIC IitJItlo. ,.# 0.48 0.46 0.42 Fly "-II, % a 0 0 Maximum Tamp. deg. 95 !lEi 115 Slump, inch.. 􀁾􀀵􀀠3-5 3..6 Air. '10 entrained 5-8 5-8 !loB
• Admill.tura douge eull!eot fQ acllllllltmeni H n..ded IAITIII C.a ... N.n •• Air «XIIritInt per rell4,nlliendation. of AaTIII C ..... 'I (Table 3) Lattimore Raady Mix gua ... II....III.
abOve mI¥ deIIign will achllMt tile .poem..1i .v.ngth W1'I<M 1.wted and ....lvated ift a_rdaJlce with ASTM C.172, 􀁃􀁾􀀱􀀮C·" and C.a4 and w,",u 1!!e _,.II.lendwd ptOC.dutH fDr pl."lIftIent
lind curing oudllllKl In ACI 3NJ3Oillnl folloWad. In ,",cordana.. ,,1tiIASTM 044. t..alil.lm08 MaWtlaIl Co. 􀁾􀁦􀁦􀁉􀀺􀀡􀁴􀀦􀁯􀁐􀁩􀁥􀁳of lid lire"!!" __ be fonIrarded toOUI' QIUlIity CoIlUol 􀁄􀁥􀁰􀁡􀁾....J:::. f.APPIIOVED GH _ 2. APPROval AS NOTED (CORRECTAND RESDIIMII) -3.APPROVED AS NOT8l (CONFlJIM.RESUBMI'TTALNOTREllIlIREIl) -of.DISAPPROVED(REVlSEAIIIlIlESUBMII)
􀁾􀀡􀁬􀁊􀀮􀀮􀁺􀁣􀀠I-U-'S REV DAlE 􀁢􀁒􀁾􀁕􀀭Zollw,l' Lk 
:! 4.50 4.4 78 3&40 !IIWQ 4690 4731) 80 UO ... _..." 􀁾􀁾􀀬􀀭􀀭􀀬􀀭􀀢􀀬..... .,. .... 4..;:;.,.\, ...... !.Jr.I LA! 􀁉􀀡􀁾􀀠r-'lAIt.KJ,'" "'5 PAGE: 83 " LATTIMORE MATERIALS COMPANY P.o.
BOX SSll McKINNEY, T!XAS 15070-05!!6 (972) 569-41146 (971/.) 􀁾􀀧􀀭􀀴􀀶􀀴􀀶􀀠CONTRACTOR; Turner Consltuclian Co. MDeNO.:: 3IJ LABORATQRY: Moi:tlm TIIQMoIogIes PRO.JECT: N<ri! High School
DQlIiJI Sl'RSIGTH: 3000 ClImIIIIOn. T_ 7-3 " 3 Q6.Jun-97 4.00 6.3 8" 3850 31150 ·"010 41<40 43IiI! 41010 1.08 Q8..Aug-Q1 4.00 1i.1 93 3240 :az40 31!1110 3730 3705 4192 511 1.1. 5 12-Aug-(17
3.50 6.0 9C l340 3340 3130 39110 3MQ 39Q2 260 1.16 6 􀀱􀁾􀀷􀀠4.50 􀁾􀀠88 3100 3100 3$00 4090 3853 l$IQ 1.29 -_0., EM S230 323(l 3930 3880 3915 50 i.;!O11H\u9-91 "-76 3.0 1\ 􀁾􀀷􀀠4.1iO
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M 51 34QO S40D 4430 43:10 4380 4522 100 1.293& 40 1s.JIIMII 3.50 0.7 55 4320 4320 IIi2aO 5a2O lI275 4735 9C 1.22 70 1.41.1 15-Jan-98 4.00 .,,\1 68 2410 2410 4010 31/ICtl 3Sl'76 4843
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40111 4li&D 110 1A& 46liO 11110 5180 5145 41112 7C 1.13./,/j 17..Ja11.111 3,25 5.5 80 4650 .'4M1l <48IIS "715 :2!lO 1.2048 17..Jan-te 4.00 (1.(1 158 41110"'50 "30 307$ 6..:1: 71 3132
• ..u. 2:4$ 1.2& 480STO,DEV. ACI31&-S.3.,.2 R!QU1RI:MEtfTS; (6,1) rg--rc +1.aoM 3017 C6.2) fer s r" .. :I.aIII-500 3S12 
LATTIMORE MATERIALS COMPANY P.O. OOX 568 McKINNEY, TEXAS 75070·0856 (&72) 569-4646 (S?2) a:tI-4646 CONTRACTOR: MIX NO.: PROJEeT: C.O. I'Iendel'llOn 40 I\IIIIInc:e Ijllleway 11:1.5 &.
«27 FlWO!1h.T_ LA8ORATORY: H8CEngiBeeMg DESIGH 8TlU!NGTH' 3I!flI) 7·21 􀀱􀁾􀀠6.00 14-FG-98 5.011 􀀱􀀢􀁆􀁾􀀠1i.71S 􀀱􀁾􀀠8.00 II 􀀱􀁾􀀭􀁆􀁾􀀠8.50., 􀁾􀀱􀀭􀁆􀁥􀁴􀁊􀀮􀀱􀁩􀁉􀁉􀀠UO 8 21-FG1b-911
1.50 " 21-Fe11-i8 8.00 10 11.Feb-98 15.50 11 􀁡􀀺􀀱􀀭􀁉􀀧􀁾􀀠8.60 12 21.fei>-98 8.50 13 21.F_ aoo 14 􀁾􀀹􀁡􀀠6.011 111 OiI-Nar40 II.2Ii 18 O4-MIIr-ll8 1I.lIO 17 􀁾5.25 18 􀁾8..25 " 􀁾a.oo
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(5.1) fer-fc"".34& (1.2) fer '" Ie .. 2.33t·ljQO 4378 􀁾􀀠
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(972) 221·4646 CCNTII.ACTOR: HeEl ContracIors I1IXHO.: .. 2 WORAtolty: HSC t:ng;m,enng PROJECT: FujIlIu PRljeGI C Dl!IIGN IITRI!NGTH: 􀁾􀁑􀁡􀀠Richardson. Taxas 2. 3 􀀱􀁾􀀮􀀮􀁡􀀷􀀠11-Mar417
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LAI11MURE MA1CJUAI..$ PAGE El6 LATTIMORE MATERIALS COMPANY P.o. BOXS56 McKINNEY, TEXAS 75070-0556 (972) 56'9-4646 (!l72j 221·4646 CONl'RACTOR: HOB Cantracl.ars MrXNO.: PROJICT: 􀁾􀀠FuJIlsu
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PAGE as ATe A"'")ci!1e!f IDe. 11356 MaIbiI PROJECT INSPECTION Dallas. T...,.. 75Zl!1 REPOR.T 972/SS6-Z204 llll· 100 100 1" 91.' 95-100 In· 56.7 25-fIn 9.9 0-10 18 ···0:3 0..5 2.611 It
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cemenl l'l!IIl1e", 􀁾Dy CO!l!!lc:I -.111& mbdng ...... lila greater 111. 􀁟􀁾􀁾oI1he rxII'ICt8Ia. ADlfANT.... 􀁾􀀱􀁉􀀺􀁴181 • famIuIooI,", M a Ty,..A _ -..,."..., dow 7 -10'l1._ ...􀁾aIId
maximize 1he II-ms 01 fnc",,""IId tlydnllIO. 1ft bo1n !he _en.., and 1'1li8ii0 __ IIIiNEF1fS .. ReQuc8d __ cement '*<lulAld 10 aGIlIIMI deslreO IIU1hP, 􀁾􀀠􀁾amI flllxutal ImII!IdIs
ond olIcniIs h U$e of mote ....,ncmlcal milaM. ... 􀁉􀁾1'11II1II quall\y _ CQI'1_ .......11> pump and flnJell. ... C<lNIO!enI nctTI1aJ""lli'\gtm&s thfCU{i1auHJ>ereClOlrmendeddo.age_
.. """'" wallSt cstl1011r r4tloa pro.;d" ..........􀀢􀁾􀁾􀁩􀁉􀁬􀁲􀁟􀀮􀁉􀁮􀀡􀁬􀁴􀁵􀁯􀁡􀁤􀀠ckJrabIllIY. c..-1fnIIII!III __􀁾􀀠P1_ 161 _"'" elfeCltv...,. "" .. ISinglB admbclulll or In
aomotnall!)n with oUlerll4'nbclurwJntlJe8l<aSVeCum. ....,,"" ....."..>fl(j conOl'l'lIll/e 􀀮􀁾..d. SlKa ,ewo'I'"",<I8theuseQf8l<a.anJralnln\J qonIs. DOMGa' Acral.... _of3-e fl • .:/100Ills.
(195 -!III! mil100 1\9) 01 d4ment are ruccm􀀢􀀢􀀢􀀧􀁟􀁢􀀧􀁾􀁥􀀱􀁃􀁃􀀱􀀱􀁉􀁃􀀱􀀱􀀱􀀱􀀶􀁐􀁐􀀱􀁉􀁣􀁡􀀱􀀱􀁯􀁮􀁡􀀠􀁟􀀢􀀢􀀬􀀢􀀪􀁟􀁩􀁮􀁡􀁾􀀢􀀧􀁗􀀧􀁉􀀧􀁉􀀠􀁾􀀠MIIMI 1'1a.s11lcrlll8161 ia ad<Ied
at the conereuo plan!. MoaIunIreql.Mldquanlity.".,ueIly 􀁑􀁬􀀧􀁏􀁖􀀭􀁉􀁉􀁾􀀮AddlnllltM 􀁡􀁡􀁮􀁣􀁉􀁬􀁬􀁴􀁢􀀶􀁉􀁦􀁴􀀱􀁇􀀱􀀾􀁾...􀁩􀁮􀁲􀁮􀁬􀁨􀀮􀁾􀀠Unalilhe balChpianl. Wh......a1""""",10A1I0..__ad__􀀮􀁾
􀁟􀁢􀁡􀁴􀁡􀁫􀁥􀁮􀁬􀁏􀁤􀁬􀁬􀁰􀁥􀀢􀁦􀁉􀁉􀁉􀀠􀁥􀁡􀁯􀀺􀁨􀁾􀁾􀀴􀁗􀁦􀁲􀁮􀀱􀁏􀁴􀁬􀀧􀁬􀁡􀁉􀀧􀁬􀁬􀁢􀁣􀀮􀀱􀀩􀀨􀁉notmb<_rky_ NtlKAtIlNG Plao1lOcra!6161 !$ $_",,<1 In 55 gallon (l!08li11!1'}"rums!il1d
􀁢􀁵􀁬􀁫􀁾􀁩􀁶􀀮􀀧􀁙􀀮􀀠srrJIIMIIi!ANDSHEI.I'4.I/I1l 􀁐􀁉􀁾161 si'oouldOa8l,."-,,,hItGI><.lWI 36'F (2'C). II fr02Itn. 1tl_ and aglW!!t 􀁾􀀢􀀧􀀧􀀧􀀧􀀧􀀧􀀧􀁴􀁵􀁴􀁁􀁜􀁡􀀮__boIIor<I....
Shoolf nf& wnen II1I:>18<I In Ory ....rabOUS(>=na1tl__SOOFar>d1lO"l' [10"c-Zl"CI"'......􀁾􀁭􀁩􀀢􀁪􀁭􀁵􀁭􀀮􀀠Sldnand..,...irtiltllt;lI\iCidllOQlad.n... use of NIOSHiMSHA apPf(l\llld flIP!ta\or,
:::::t=klSlII'CIfUl>IIeill_ .....,..k;oid_"IIpo:lduct. uee ..th .adDQuar. _1a1tOn_1!""""", ....... 􀁾􀁣􀁬􀁯􀁶􀀾􀁬􀀧􀁑􀀮􀀠RNlTIIID weeh eICln willi,:",,!, Br\a_,. '"......01 ..,...conract.lklOhwil!lwa
tGr!Qr1SmIi'IuUHo; COIIftICtap/lloiician.WuIIll!!lrIIln!,lbefOro 1'IKIlJ\I. CU'ANIJIII CtmIaIn and COI1liclVoiI!lI111$tlrbeJ\t "'_ rial. 01_1>11 lSi IrIlIIlCOrdance wilh lOCal, _fII1IIfedera!l'lIQula
tfons. 
􀁾􀁦􀁉􀁏􀁈􀀠􀁾􀀢􀀧... 􀀭􀁾􀀭.....tatdJilg -.bdure. 􀁰􀁾COn1ain$ no ilf.lcium chloride or any QIfIer In!...... IIcnaIIy addedChlOlide•• -...m 􀀮􀀮􀀭􀁾􀀠1/lu ,,,,,ul,,,,,,,_ of MTMc-494􀁲􀁾􀁉􀀱􀁟􀀰􀀢􀀢
􀁣􀁬􀁁􀁁􀁓􀁈􀁔􀁏􀀠MUM Types 8 and O. 􀁁􀁊􀁉􀀡􀁉􀀧􀁦􀁊􀁃􀁁􀁾􀀠I'lasI1rne/ltla, /IIXlI!1'Ie! ,dedfetUMlwhe.... ""'" l1ign QUIIlIity cane....wllh J)I1Id\cI. able and 00IIIn:lf!8d 381lImoIIlls
dMired. u.;"lIalworl< lind 􀁨􀁾.... _1caI lIlipferm pll&C4lmllm.. """"'" .. 􀁳􀁵􀁾􀀮􀁮􀁯􀁲􀀠aUlf_ finioh i. redulnld. ,4DVANTA"" Plbtlmenr 1$ 􀁾􀁉􀁹􀀠91'111C!I\IG '" hot -.dher ccnc:r<tIIng
10 􀁾tM IICC4I!. etaIIng elfec*of high aml>ientl!llmpol/a. IIm!S by conttoIIlng the hellt CII IIyClrll· den. CcnCTete worl<:allll/ly is ",,"-"ced and Uup8lIOrIUtIIlCeflnls/ll$ obllllllld.
IIEN1imS ... III _ COftcrele pOll,. I'tastiment con'II'Ols...􀁾..rlse_reducea 􀀢􀀧􀁴􀁬􀁯􀁫􀁱􀁦􀁟􀁾􀀮􀀠... 1tIi!i81 ..t 1in'IoI8 "'" c:Ie!a;IeCI. allOlM"lI _ r... p_􀁰􀁬􀁾􀁬􀁉􀁉􀀱􀁤finl$hlttg
_III <:QIeI jcItI!B In 1IoI_1her """ditlone. .. FoJ' fl_k appjlcaoons 􀁾􀀠lICtI as a finillllinll !lid. 􀁾􀀱􀁩􀁉􀁹Is imPIOYed. bfaedlngii_'iedIII1d I 8lJl)I!rlOr _eilnllllllG CltPIalnIld.
.. !.ower .._ _! raliOS prc,,;doo 􀀮􀀮􀀮􀀢􀀮􀁴􀁉􀁉􀁤􀁾􀁬􀁩􀀱􀁹􀁟􀁪􀁟􀁤􀀠duraoHIly. CCII"1oI8tloft WIllI 0I'IIef' 􀁾􀀬􀀠Plal51lm4lnr WDI1\8 ""ucUVIll)' as ... tingleadmwe gr In CQII1bInaIIan
willi IlChet 􀁾􀀧􀁉􀁮me ...8yaIem. /XIIIoIlcur . Ad<jllion fl."'" ." a . 4 fI, ozJ100 fb;. (13Q.2BO <'ftV100 kG) cemeot are .....,. 􀁯􀁭􀁲􀁬􀁬􀁬􀁬􀀡􀀡􀁤􀁦􀀾􀁤􀁦􀁯􀁲􀁾􀁲􀀦􀁬􀁾􀀼􀁉􀁰􀁰􀁉􀀨􀁣􀁡􀀮1IOr1II
. WhM. iJIkM1CI8CI te.1IIICIIIliOn ill 􀁲􀁥􀁱􀁵􀁮􀁤􀁃􀁬􀁏􀁡􀁬􀁬􀁦􀁭􀀮􀁹􀁢􀁥􀁾􀀮􀁾􀀠QPr'IIQC\' )'OUI' local Sb R"p_fer IntllIT18IIoI\ IIIIf IIIIBlSIaIlce. IIIX1ff(J Add PIa8timoIIt til
1M /OOIICf6I6 plant 􀁾􀁾quallllly -'Iv'"tIy __dlIpe...., Ac!d·lnlD .... .-at lhe weigl> hopper or InIo the _ IlIIa at !he batch plant. -.,,_ in _on with C!her 1II:IInI1<1\II1IlI. CI\nI
mUll1 b. 􀁾bl em· p...... _1'1 A(lmbdrunl 􀁾Into 11\10 mil<. Do not mIIC 􀀢􀁍􀁾􀀠'*Y 􀁾􀀠PACKAGINQ PlUliment "' suppli<ld I"55 IIIIIIcm (lIDSJi!eI') drums aM 􀁴􀁉􀁕􀀧􀁾􀀠Oellllety. IDOP/IlOEANDSIfI!U
t.I.J1Jl! Plas!ilfJOr!! 81!Ouid bEl _ed at above 3iJ'II (-l'CI. Irfmzsn. ttl .... 4111" ogiIaIe thtlf'O"lJgl\llf 􀁾􀁑􀀠return 10 􀁾.;;tzte bsfQ<e ..... Shell U!e .men 1It(Iteci in dJy
W818llOu1a C<W.IIIionsOeIW_lilrFanclaa'F(10"C2.1"C) is One yew minimum. $IeIn an<! 􀁟􀁉􀁾􀁮􀁲􀀺_WIld _IllICIt. ,."." ..... at NIOSHIMSHA apPfOV8d nssplra· Iar, 􀁾􀁟􀁧􀁉􀁥􀀯􀁉􀁡􀁮􀁣􀁉tubb
.... glawlisill.......1..􀁯􀁥􀁴􀁬􀁤􀁥􀁣􀁬􀀮􀁁􀀧􀁉􀁏􀁉􀁃􀀱􀁉􀁭􀁁􀀱􀁨􀀡􀁾􀁧􀁬􀀾􀁦􀁴􀀾􀁤􀁵􀁣􀀡􀀮􀀠lJ1i:a willi 􀁾veI'IIiI.ilIon. 11_ c;cII'1liO.mln41oci oIothing. f'IIflITND W., SI(/n wilh
soap and "'IIWI'. III ca.. 01 • "_I, f1uah wilh _ for 15 􀁉􀀧􀁬􀁉􀁩􀁉􀁉􀁉􀁊􀁉􀁂􀁯􀀺􀁃􀁏􀀯􀁕􀁃􀁴􀁡􀁾􀀮􀁗􀁬􀁉􀁓􀁨􀁟iJtg bela,. _ .... _UP 􀁯􀀮􀀮􀁮􀁴􀁡􀁬􀁾􀁟􀁯􀁯􀁬􀁟􀁷􀁩􀁉􀁨obG_tma,...
rial. Dilll)llle Of in _OIil/1(:&WI!hlOcal, stale lInlf,_",lreoule.lIon., 
"An Equal Opportunity t!mP/L. Jr" . JelEPHONE (214) 3513-l ED BELL CONSTRUCTION COMPANY· --::lOST OPACE BOX 540787 . 10605 HARRY HINES-BOUL.Ev. :)AllAS, TEXAS 75354-0787 DALLAS, TEXAS
7! FAX TO: 􀁟􀀭􀀮􀁊􀀮􀁾􀀭􀀽􀀭􀀮􀀮􀀺􀀮􀀧􀁾􀀮􀀺􀀮􀀺􀀺􀀺􀀭􀀺􀀮􀀺􀀮􀀮􀀺􀀮􀀭􀀧􀁾􀀮􀁾􀀮______________ An ____ 􀁾______________________________􀁾􀁴􀁾􀁾􀁜􀁾􀁾􀁾􀁾􀁾􀁾􀁾􀁾􀁾􀁳________ _ FAX NUMBER:
FROM: .__􀀮􀁪􀀮􀁾􀀭􀀺􀀭􀀮􀀺􀀮􀀮􀀮􀀭􀁾􀁊􀀻􀀮􀀻􀀺􀀮􀀸􀀧􀀶􀀺􀀮􀀺􀀮􀀺􀁾􀀺􀀺􀀮􀀭_____________ DATE; ____􀁾􀁧􀁾􀁈􀁾􀁾􀁾􀀷􀁾􀁾__􀁾__________________________________ PAGE: ___ OF [3 MESSAGe:
􀁾􀀠IF MESSAGE lS UNC!..EAR PlEASE CONTACT OUR OFFICE AT (214) 35S-GSB1 THANKYOUI 
FAX 􀀨􀀲􀀱􀁾􀀩􀀠352-3201 ED BELL CONSTRUCTION COMPANY pOST 􀁏􀁆􀁆􀁉􀁃􀁾!!oX 040787 10605 tfAI1IRY MINES CALLAS. TEXAS 75354-D737 DAL!.AS. TEXAS 75220 May 8.1998 Mr. James C. Pierce,
Jr.. P.B. Assistant Clty Engineer Town of Addisoll P.O. Box 144 Addison, Texas 75001 Re: Arapaho Road Reconstruction Addisoll Road to Dallas North Tollway Town of Addison Dear :1v:!r.
Pierce: Enclosed for you review and approval are our concrete batch designs from Lattimore Materials Company for 3000 psi (design if 38), 3600 psi (design 4/: 40), and 4200 psi (design
# 42) concrete. In addition to utilizing mix design # 42 to produce CL C concrete, it is aUf intent to utilize mix design # 42 to produce concrete for the paving on this project. Please
inform us of your decision regarding these designs. If you have any questions regarding this information, don't hesitate to contact our office. 􀁩􀁮􀁾􀀽􀀠'00 Co_, Robert O. Weber Project
Engineer AN EQUAL OPpORTUNITY EMPLOYE;R 
PAGE 82 LATTIMORE MATERIALS COMPANY P.o. BOX SSS McKlNNEY. TEXAS 7507Q..il5S8 (972) 569-4646 (972) 221·41546 ECI Sell Conllttuellon Co. Da..: 08·Mav·SS Arallaho Road Addison. T exes
Cement: Type 1, ASTM C-150. Texas-LeHigh Cernent !!lyash: AS'TM c-e18. Class C. Holnam Coars& Agg.: ASTM C-33. 1"· IN Lattimore Crullh.:! SlOnE! ,"","e A9lI.: ASTM C-33. Laltlmore ConOOl1ll
Sand Admixtures: ASTM 0-494. Sin ASTM (:·280. Slka 1 Cubic Yard By Weight • $80 Mile No. 38 40 42 lJtNngtb. iI Days 3000 3600 4200 1650 Flex Air AJr Air Cament, Ibs 470 511 564 Fly Ash,
1l1li D 0 0 C.Ag..􀀬􀁉􀁾􀀠1880 1850 1850 $and.1II8 1437 13159 1332 Wa•• 11Is 227 2.38 237 􀁗􀁉􀁒􀀬􀁾AU qz 18.8 II 21).7 ad 22.6 U Total Weight 3984 3974 39n UnitWt, IICI' 1"7.515 147.19
147.52 WfC R.iltioo, ,,# 0.48 0.48 0.42 F/yMh. ,. 0 0 0 Maxtmum Tomp, clog. as lUi 95 Slump, il1l;h.. 3-5 3-S 3-6 Air, % entnlfttd IHl 5-8 5-8 • Admixture do8atll subleotto aCIJu.tment
.8 needed (ASTIII C-84, Note 1) •• Air -u.nt per recommendlltio1l8 of ASTM C-9oI.7 (Table 3) LattlmOl'e RDldy Mix gu....tl.tM.ltI. above milt ""nwill ach'the specifi"d , ....ngth W1Ien
taled and .v........ ln aceordano:e with A8TM (:.172, 0.11, C·;\f and C-84 and wl\jfo III. Rcomm.nded pl'OC.-du.... ,." plnament and curing oullin" In ACI308qVI ani fol1owed. In accord.nae
wlUl MTM C·94, LaI.1lnta.. MnIIrillla Co. 􀁾􀁪􀁟of III 8trefIgtfl til. be farll/arftd to our Quality Collttol De.,. . f.AI'PROVED GH _ 2. APPROVED AS NtJIEI) (CORRECTAND AESUBMII) -3.API'IIOVEDAS
NOTED (CONfIIIM.IIESUBMlTW.NOTIlEQ[JJI!EJ)) -.... DISAI'PIlOlIED (RFJISEAND RESUBMII)It,!l.bc S" -11-18 􀁾􀀠DATEmtIiIfAttf-Zotlo/or L k 
􀁾􀀠-.' .......... "" .--"",' PAGE: 63 􀀭􀁾􀀠I.ATTIMORE MATERIALS COMPANY P.o. BOXSS5 Ml::KINNIiY. TEXAS 1S07()'0556 (972) 569-4646 (912) aa1-4646 CONTRACTOIit: MIX NO.; PROJECT: TIJmIIl'
COMIluCIian Ca. 3IJ North HlgiI sa-! CiImJIIoII. T_ I..A8OAATOflY: Maxim 􀁔􀁾􀀱􀁩􀁬􀀹􀀠DQIGH STRENGTH: 3000 :/. 3 4 5 6 1 􀁾􀀠II 10 11 12 13 14 15 18 11 18 19 20 21 22 23 24 Z5 26 21
2B 29 30 31 32 <13 34 3S 3e 37 38 39 40 -41 42 43 .... 45 48 􀁏􀁾􀀹􀀷􀀠4.50 Q6.Jun..97 4.00 Q6.Aug.Q7 􀁾􀀮􀁏􀁏􀀠12-A1.iO-9'T 3.50 􀀱􀁾􀀷􀀠4.50 19-Au\l-1J7 4.76 2t)..f.ug..s7 4.t1O 22-Aa9-97
4.00 28-J\ug-97 4.00 28-AlJIl-tl1 ".00 Z7-Aug.$7 3.60 􀁾3.00 􀁾1.!0 􀁾3.50 􀀰􀀱􀀱􀀭􀀸􀁾􀀠3.00 12___97 UO 16-Sep-97 3.50 17..sap.97 3.t1O 2Uc1p-117 4.00 􀁾􀀷􀀠3.t1O 2.fi..SepoG1 UO 01--Dec>-i1
4.00 0<I-08e-87 4.00 05-0e0-91 :us 10-080 IJ7 UQ 􀁾􀀲􀀮􀀮􀁛􀀩􀁥􀁣􀀮􀀹􀀷􀀠2.80 1&-01lc-l17 4.00 􀀱􀁾􀀷􀀠3.00 lt1-O!1r;-91 3.80 ll1-Oeo-97 4.011 􀀱􀁾􀀠-4.QO 1&-0e0-97 4.00 ZI.(Iec,Q7 ".00
3!J.Dac-O' 4.00 31..IJeo-II7 3.110 31-/lfo1l-fl' 4.GO 􀀱􀁾􀀠4,CO 􀀱􀁾􀀹􀁉􀁬􀀠4.00 1"'l1l14I lUlO 􀀱􀁾􀀠4.00 16-Jan-tIII 4,00 16-J8rJ.98 ,3.1It 􀀱􀁾􀀠4.00 17-JaII-II8 3.25 17.Jan-te 4.00
-4.4 5.3 5.1 0.0 4.3 3.0 ....9 6.3 ..u 4.6 4.11 4.7 4.8 ••4 :5.1 5.3 5.3 5.3 5.1 :5.3 4.2 4.8 6.-4... 4.$ 8.0 5JI 5.1l 4.G GoO U 4.8 lUI 11.3 5.7 U 5.4 1S.7 11.2 e.4 0.7 0.1 5.5 £1.0
79 811 93 911 8fj 1M 92 91 88 Q4 811 90 611 IW 87 SO t3 '94 eo 14 74 81 60 S2 l!O 6:2 § 68 1!2 s;! eo 112 B1 55 !III lit! -'18 !l1 55 51! I!O 151 Sol 50 A 3Io4C 31!00 32<40 3340 3100
3230 31110 3700 3220 CO 21150 3:'l!lll 3$30 3:l1lO 3lIOO 3IIIIQ 2Il8O 3000 2870 3040 3590 3700 37110 a710 3470 3110 mil 4380 4110 31130 311-40 31110 41C50 31130 3880 3700 32.40 3AOO
4320 a10 3SIO 37BO '1.770 4560 41C50 3Io4C 3II!11l 3240 3340 3100 32:10 31110 3700 32.Z) 41120 2860 3360 3630 3280 3Il00 3I9D aao 3000 a70 3040 1!90 3700 37(10 37BO 347'0 3T8O 3220 4380
4190 3980 3$40 3190 41$0 31130 sseo me 32110 IWOO 4320 2&10 3QO 37BO %170 4!1SO 4150 -4690 4140 38110 l13Il 3900 3930 4!l:iIII 4620 4730 ""'70 3eeO 44110 4190 4210 .oI!IIlO <MIlO 3geO
31SO 3370 3820 .fIIISO -lIIIO .IW -41180 4810 4820 450Il 4tISO <MIl 501G 3170 3MO II29D 4300 4280 44Il1O -eo 4430 52:10 4010 4800 49roO 4070 5110 􀀤􀀱􀁾􀀨􀀩􀀠47103730 3990 4D11O 3860 4000 4700 38SO 􀁾􀀠39SO 4580 "-300 􀁾􀀠4710 4800 3980 3800 􀁾􀀠3180 4440 <1880 4300 ....a 4680 4730 42IlD a150 4ft;CO 4G!IO 4'70 391Q S300 4830 44111 4(120 .woo
433D 5320 3&40 ..780 4BS) 3teO 5180 04840 473G 41-40 3705 38110 *'_0 4010 4860 .4290 42M 3805 ;f828 4245 421111 <4805 ,4810 :39'711 3780 30415 19DO 4615 4iI8ll '42:/.& GOO 410 4""& 4375
6040 4910 .ftIlQ 4110 3895 5295 A465 -!;M5 4840 45411 43110 !1216 !.II'I'6 4840 4815 4015 5145 -4&8S 43611 4182 3902 38Il3 3916 3te$ 4187 4320 4415 4130 4208 41112 􀁾􀀠<1378 4I!B1 +162
4187 3m 3t11l8 31M3 4432 4540 4818 48IHi 4821 48LIS +130 4715 40T!' "'7 4348 44Ii3... 47'Ol 4483 4510 -4522 47311 .s43., 4S11 4M 48112 47"15 80 4140 !Ill 260 1911 80 :10 SD 880 460 􀁾􀀱􀀰􀀠10
110 1!11l .210 20 20 40 911 40 ,C50 40 tOO 811 3IlO 90 Z50 220 1-40 1110 4011 30 11l 330 130 <40 170 100 90 70 120 130 '1D 70 so 1.:aG 1.08 1.14 1.16 1.29 1.20 12$ 1.28 1.33 1.117 1.29
1.38 1.20 1.31 1.211 1.30 1.33 1.26 1.a 1.28 1..2& \.32 1.11 1.30 1.39 1.26 1.36 1.1,6 1.'7 1.27 1.1& 1.22 1.211 􀁩􀁾􀀠1.21 1.23 1.40 1.29 ,.22 1Al 1.31 1.30 1.<1$ 1.1-3 1.20 3.13 6.2
71 3532 4ct :l48 1.28 sm.DEV. 􀁾􀀠.ACt 31&-5,3,1.2 FtSQUlReMENTS: (G.1) fg--tc + I.Me (6.:l) ra" fc:. ... 2,aas -500 3617 3512 
_. _ -..<....... ..... .....ttJ LATTIMORE MATERIALS COMPANY P. O. SO)( 666 McKINNEY. TEXAS 75070-0866 (972) 569-4646 (972) 221-484f, CCNTftACTOR: MJXNO.: PROJECT: C.O. Hen!WtO/l 40 I\lIianCII
iilllewGY 11:16 & #l.7 FlWorth,T_ LABORATORY: H8C elllJlooeting DESIGN ITIU!NGTH; 3BaO 7.21 2 :3 "5 8 7 8 II 1Q t1 12 13 14 15 18 17 1S 19 20 21 2223 24 2l! 26 27 28 a9 30 14-1'811-98
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CCNTIlACTCR: He! Canlradors MIXNQ.: 42 LABORATORY: HBC EnginMring PROJECT: Fujilsu Prcjec:l C OI!8lGN 8TlU!NGTH: 04,200 Rich.rason. TlIXIIs 2 10-Mar-97 5.00 3.6 74 3IlOO 3880 3880 S280
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BOX SSS McKINNEY, TEXAS 75070·0556 (972) S6!l-4646 (1172) 221·4646 c:oNTRACTOR: HCSCanI!IldcnI MlXNO.: .012 UBOIlA'fCAY: HEIC enginelllilll/PROJeCT; FUJiISU PrajllCl C DI!SIGN STRENGTH:
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.;. '-LL..L ·•.... J.tJ(.I PP/.'£ 07 LArriMORE MATERIALS COMPANY P.o. eoXGS6 McKINNEY, TEXAS 75070..()5S6 (9n) 569-4846 (972) 221-4646 CONTRACTOR: 􀁔􀁵􀁭􀁥􀁲􀁃􀁯􀁾􀀠MIX NO.: <4Z lAIIORAlORY:
Maxim TecllnlllCQiell. Inc:. PROJICT: CIImI!II!lnifI1Im'I8I'II1!ranc:tIlSO DIISIGlillITREHGTH: _RIll" Nolet HIOII Sd1aoI. 􀁾􀀮T.... 􀀢􀁃􀁾􀁯􀁬􀁬􀁜􀁴l.oadIng 7-.111 .-!lIN 74 Temi z,.
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1'0 HotIpet enllinMMg Laboratories. Inc. on 11 (519' by 􀁾􀁯... M-.i-.. Co. SUPPUI!JII: Thackerville RETAINED ON NATUAALSANO ',-ASTM el3 ,. SIEVe SIZE ,0'''4: AIiQUIREMI!NTS, 1·11:1,"
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n. I!nInolnodaI'",,1da In lheooncrllltwil_lrIcr_dUI'4b!Il\Y1n " ..." """'___.. Is 􀁾􀀱􀁄􀁃􀁓􀁉􀁩􀁣􀁩􀁮􀁧􀀤􀀸􀁬􀁴􀀡􀁩􀀮􀁬􀁉􀁉􀁉􀁉􀁉􀁨􀁦􀀮􀁬􀁉􀁉􀁳...d 􀀮􀁾􀀮􀀠, 􀁾􀁭􀁴􀁶aIId pI"""obIIIIy
_11!sQ im. proved II)' tile IUbtIcaIlnIli _ 011116 lIJicmlC(lplO 1)v/;ll1lat In N c;Q/lC.... 􀁾Wllf !low t:Ic!!8r• ..,d blelodlnQ af\d 􀁥􀁬􀁬􀁲􀁬􀁮􀁾􀀮wIfI be lGducad !)ece'""rIlllllWlllfltr.Medlldfo
t1lalnm.demod -"IbIQ\'f. AlTl!lJtnllnJngAtlmbctUrtl 00MGIi AadlII<nr_wIllv;uy<lllp...cfI1gon1heSccnt8l'lllequiled mr .. P8lllcuJII' I'I'DJIlGI. 1\1l!caIlyalrcco_OIIfIIbospeci1ledlntlle
IIIIIlOl8 014 CO 8 pefcenl by-olUml>. Other fac1cq Ill.may "_1IIe emall'1! Of.."-.sIr.edir1lo__􀁾􀁟􀀮􀁉􀁍􀁟􀀠􀁮􀁯􀁴􀁬􀁬􀁭􀁩􀁬􀁇􀁣􀁬􀀱􀁬􀁬􀀮􀁾__'W)I>.;and 􀁾􀀮􀁾􀁲􀀮􀁉􀀯􀁉􀁤􀁟􀁃􀁏􀁉􀀱􀁉􀁬􀁬􀁉􀀧􀁴􀀮Si<
a11lC:C"""'""'CMItIllillrialm_1loa1Mlell __i."'...􀁹􀁟􀁾􀀠"'" made tIlat ITIlIIY f;II\Iotlhe amouot (Ifentrained air. Oceqe ra\8S fer SII<!/. M!A-15 wil :y;IIcalljllall __en 1/4.n<l
1 n.O%.fUlO..... ('"• Il!i 1111(1 CIO kill of _ to efl!faln bstween .. and 8 percem air. HigIIM 1lr_Illmay be oblafneo b)' In<:teesJng 11\8 dOM;e ..... ComIlinlllionwllh OllIe. 􀁾par􀀱􀁾􀁟􀁬􀀮􀁉􀁏􀁉�
�􀁴􀁮􀀬􀁮􀁤􀁾....ftl IIlndtui...........ll/IIIUIlIofenniroed.. li1hemK AIt_allClJdbecheokeclwitI'Ien__alWbaII:I1lns_doIegtI 􀁾􀁬􀁔􀁉􀀸􀁤􀁉􀁴􀁬􀁬􀁴􀁬􀁨􀁬􀁬􀁟􀀢􀀧􀁤􀁥􀁰􀁬􀁥􀁊􀀡􀁬􀀮􀀠MIXlIWI
MeUIInI1he required 􀁯􀀮􀁵􀁡􀁮􀁾per blll'lh"'_tv or with &UIIImclc dlIpsnsorII<IIAcment Add S_ A£A-15 Ie mbtlng .... or _do Do IlOI mil will'! <XV oe_.1MWIoI1UleClInccmbln"*'"wllhotlar
<0.1 !ldmOOUret. 􀁾mLlOl be taken 􀁾􀀠di•• parnoe_had...􀁟􀁾􀀻􀁮􀁴􀁣􀁴􀁨􀁥􀀠mb< PACKAGING SlI<aAEA-15IB IlUppliag lOSS galion (301! Jill!<? CIrum&l!II" bUll< ""'''''Y. tITOItAGltAND1!JHI!I..lII1.JIiJ
i 􀁓􀁉􀁾􀀮􀀠A£A-15 should be amred at above 3S'F (2'C). If 􀁾􀀬'Ih!roI and "9_ II'Iorougllty [tl rIIlYm III JIll flI>mIIIl _ b....""". Shelf IiIII wIIaI> _sd in dry 􀁾􀀠􀁾􀁾􀁓􀁃􀀧􀀱􀀧􀁟􀀸􀁏􀀧􀁆􀀨􀀱􀀱
􀁬􀀢􀁃􀂷􀀠27"C) 18 18 1 􀁾..mlnlm\tm. 􀁓􀁫􀁩􀁮􀁡􀁮􀁤􀁬􀁊􀀩􀀧􀁥􀁬􀁴􀀡􀁬􀀡􀁡􀁮􀀡􀀺􀁡􀁷􀁬􀁤􀁣􀁯􀁭􀁡􀁣􀁴􀀮􀁾􀁵... of HIOSHIMSHA lIPIlml'Bd 􀁾􀀮􀀠aamygoggleeanci...-otovesill-􀁏􀁉􀁍􀀡􀁉􀁉􀁉􀁬􀁤􀁯􀁯􀀮􀁁􀁷�
�􀁇􀁢􀁾􀁰􀁭􀁤􀁬􀀮􀁃􀁌UI' wit!l1l</eq1lPl ...nlilallon. Aa""""G <;<,In· !IIIrIlnII1eddcthing. F'IIfI!IrAJQ . W\UlIakin __p and .... ..,. 11'1 CG6G 01 iI7fl COI\flICl. II""" w!tIt __ rOt
15 􀁾__􀁾􀁩􀁡􀁮􀀮_/;I0Il>􀁾􀁑􀁾􀁴􀁥􀀭􀁕􀁳􀁥􀀮􀀠a.EMlUP Conlai" WId 􀁃􀁏􀁉􀁾􀁟lib"""""" 1M • lerial. Oiapc8ol at in accordance wIIIl local•.-.4fttlfaderal I'fIgUIIIlIona. 
l1/IIIt:IlIIII1 􀁾􀁟􀀱􀀶􀀧􀁬􀁳􀁡􀁾􀁬􀁬􀁡􀁗􀁬􀁬􀁉􀁥􀀧􀀢􀀠I'lldlK:ing admbcWre. Pla$IOCr_ 1111 <;ontain$ !1Q 􀁾􀁉􀁯􀁲􀁩􀁤􀁥􀁳􀀮􀀠P'"",__ 161 melll$lt\" 􀁾􀀠cIASl"MC-'I94T)'l)OAardMSHTOM1"TypoA.
N'l'UCA7'IIOH8 I'I1ut<lcnotw 161 isteeOllO,lertdedlcrUlle ill 1111 l!Pplica!fQns wnere /llgh qUillIty cono;1C1\l1 wI!h supariol 􀁾endF\Cfll\llllIIII'dng _ Ie 􀁾􀁟􀀠HDWIT'MJRJU PI...tIoc!'etls
IEl1 _ar reduCIng 1II:fnIb(\IJI'>I pnwldee an -.omic&Iend hlQIlIv 􀁾""""'" cI reducing .... &nount. clml:ltlno_""'lUr..d1o 􀁾􀁥􀁦􀀻􀁍􀂷􀀠_a fA ';I _ stump billICting "" ... dI.......-!\:or
lI>e eemelll 􀁾In the mix. ThroUQllllllll Cllrlp."q.ecIiaI tIII2I'EI C1I 􀀱􀀱􀀱􀀸􀁾.reaal1heC8tlWlt .,lrtI;I\Is 1& IMIilable forllllll'fllyQ'4IJcn. The 1IIIIf.t CGIIlI!II! pan!cIw 􀁾I:il'
-Uct with 􀁴􀁨􀁾􀀠mbtIng _. "'" gr_ 1IIe_Ivs_ogtr of1lre __• ADVANTAGa 􀁾1111 i.fannul<lIed.., aTyp*A_-."",1Ddow7-10'JI._ ... _ end _i'I1I:m '\tie btlf1l>filll of itlCrelllled 􀁾􀀢In
_ 1he _ enG(! IIld pllIOIIc _N. IIBIIiFI18 .. RIrcIuI;.d _ ccn\elll reQUited lD aG/lliMI _0 _Po _eatU compmoslY8 811';1 flelWllll G1IliIn!IIh!I end alICw811re UftI '" rncI'$ 􀁾􀀻􀀮cal
J!'olxes• ... 􀁉􀁾paIIIIl! qllGllIy _\ala (;01\0 _ .......iD pump and llniOh. A 􀁾􀁉􀁮􀁡􀁭􀁡􀀡􀀢􀀢􀁬􀀡􀁩􀀧􀁬􀁧􀁬􀁴􀁮􀀤􀁳􀁬􀁬􀁬􀁲􀁯􀁾􀀠out1hel'llOOlomendlld dtl$l\9e. .. t.ow.r _ cement
r4doa pro';"a _l*"IMbilil)'andrn""""",d t:iLItobIIiIy. CrII!tIIImIII... __􀁾􀀠PI.__ 1.1 ...,rka effeellvel» "" a 􀁾􀀧􀀢adMilctIJ.... or in comolN1!cln wlII1 􀁯􀀱􀁨􀁥􀁲􀁯􀁤􀁭􀁢􀁃􀁵􀀡􀀱􀁬􀁦􀁪􀀢􀁉􀁉􀁬􀁥
􀁓􀁬􀀼􀁡􀁾􀀮When III,eI'I!I1IIned ",,"erafAlt _,.,GCiIIerl. SlKQ leoGiiiiUldl1hetJllafS..wentrafnfnV /1OifIIU DaM.. AclIIl!.... _cf3-II fl. 􀁾􀀱00 1f.l.8. {195 • 39D mII100 teo> '" cement
am I'1IICMt__dadforgeroetlli CCIIICI1IIII/DPlleat1ona ""-􀁾lOtIinQ CMlltClGrWli"" ere 􀁾􀀮􀀠..... PIastIlcreIa 111111 _8l!IIIme concrete piInI. MIIIoun!..,qllfNdquanlily.....uslfy 01'
by a.zt,_lItIJ..--. Add 11111)1118 sandalllrewelQfli'lopparllrinlOlhl_ lI/1utll>eIlatClt plant WII",._II!co,II>IIIIdo,,,••I, tIIlW adnIIII'M'6t. carefl'lUMlI8tllkllllio dispense 􀁎􀁃􀁬􀀾􀁡􀁤􀁮􀁕􀁉􀁵�
�􀁉􀁉􀁾􀁉􀁍􀁯􀁜􀁬􀁬􀁂􀁭􀁉􀀺􀁣􀀮􀁏􀁯􀀠1IOtmb< ...,dIy'*"'lT1t. <13.1 pAt;KAfJING PIorttcCl'\lllt 161 Is 'uppjied in 55 galIOn (2QIl fi!l!<)drums and bulk dellvlllY. S7OIUDEANDiiIHEf..F.UIIB
1'Ia&Ioc."tIG 161 ;hc..􀀢􀀬􀀬􀁾􀀮􀀦􀁜􀁏􀁴􀁥􀀨􀁪􀁉􀁬􀁴􀁉􀁬􀁟􀀠3I!f'F (2"C). If _no #I.... ane agltllh! 􀁜􀁉􀁉􀁏􀁉􀀧􀁯􀁵􀁧􀁴􀁉􀁾􀀢􀀧􀁟􀁉􀁏􀀠...... ___ SI'telt lilt""'''" __1n dry """""",sacxnahflltl6__
_&o-F(1O"C. 27"C)!801111l"N'minlmum. CAUTiON SldnGl'ld......·"ilaltlMlldeontad.n..._ 01 NIOSHIMSHA IIIlPrtWlld reeplrinDr, aa!elrQOll(1lllUnd n.d.lwlllOWi>;s""" 􀁾􀁁􀁬􀁉􀁏􀁩􀀢􀁟􀁊􀁮􀁧􀁰􀁲􀁣􀁣􀁬􀁵􀁣􀀡
􀀮use wI!I'J adaqualo """1I4t1o'L _ 0CI1·__clcrllll"i!. IfIitIT'AID W••􀁾􀁷􀁩􀁉􀁨􀀢􀀢􀀢􀀢􀁡􀁮􀀼􀁩􀁟􀁲􀀮􀁬􀁮􀁟􀁯􀁴􀀠.oontact. .......... WlI.IIlI'!Qr15mflll.llH; 􀁟􀀦􀁾􀀮'MIflnclml1l1'1gbelOre-.
ClEANUP CQnIaIn IIIld eo\1ecI""lf\1IIl$QIberIt_ rial. OI_t:lfl!'lllOC01Vance w/tl! 1CrCal. _81'14federelregulal!on". i: 
l1l!Sl:fIII''flON 􀁾Is ... 􀁾and re· hlfdklg 􀁾.... 1"bIa1ittoIn1 .(:QllIlIins no c.lcium dllQti(le or any QIIlIIr 1m...... tIOnaJly .._"""lOI1d1'la. I"CuI!mGn! ..-. 11\.. 􀁲􀀢􀀢􀁵􀁬􀁾􀁟􀀠of
ASTMO--Ia4Typeo 8 ""aC.,.dAASHTO M194 '!'yPfIIOI iii ana O. 􀁾􀁾􀀠I'JasI1mentl....'ecoI,,"',II!l'",dedfa' U1Iewllllt'li.w.. _l1lgl1 qualllty CQt\CrIIa! wl1h 1IflI(Iict. able and CCJnII'OIle(I
"'" tfl'MSlc <,IMi....:l. U..􀁉􀁮􀁾􀀢􀀢􀁤􀀢􀁾􀁯􀁲􀁾􀀠􀀮􀁾􀀡􀀾􀁦􀁉􀁉􀁴􀁭􀀠pJ_nts wh... a superi ... slllflge finish ;" 􀁾􀁵􀁉􀁁􀁬􀁤􀀮􀀠ADV-.... PJaotim..,! II highly elfilclive [0 not
Wllllllher t;OI1Clllllng 10 Q!fart 1M _. enIItng efIecIIIc! "lgIl 􀀮􀀮􀀭􀁮􀁢􀁩􀁥􀁮􀀡􀁾􀀮􀀠lUres by COnIICIling tIlIJ hioal r:A IIYd". _ 􀁾􀁥􀁴􀁥WI'l(Ii:IICIlity is er.llenoed tIIld aluperlllrI!UrI'8l
:eIItlIaIIIaobt./ned. 8ENER1S .. 1II _ eoIIcrat. IlCI\IIII l'Iastirnant eonIr....􀀢􀀧􀁾􀁥􀁲􀁩􀁥􀁥􀁟􀁬􀀧􀁉􀁉􀁤􀁵􀁟􀀠.... rial< of itt_.eracl<inI1. .. ""ilial"" _ MIl deIayIJd, alloWIng
limit far _ pl"""""'nt and finf4i\in!! wfttIout ...Iet jaI'" k\ _ ,....\tIe( C<IOdillcne. .. I'li.eIVIlentincreesss ccncr_clemlily an<! 􀁤􀁥􀁬􀁾_ aany ""0 uIti1'11&18. ocmpreS8lve ."d
fleXUf«1 8tnIngills. .. For fl.IlNarK Qpp/lcalloos f'IIIeIfmI;nt aCIII It I. finfGlli"ll ald. 􀁾􀀱􀁩􀁉􀁹is 􀁩􀁭􀁾􀀧􀁾􀀮blaadlngIII c:on1!tIllec:I ant! " $upolriOl aum..:a flillOllla
Ob!lllnld. .. to-r .,_ cement ratlOft pl'Ollide .,..",.a..oper!l!MbllIIy_",-1i d",oUKIly. ca....inatJeft _ 0IMr Attu t 1.-, PlallUmel'Jlwo"", e/fllDtively all a lingle admbclule or In
cornbInelICln WlIh IICher 􀁾Ir\ 1110 􀁓􀁬􀁫􀁡􀁾􀀮􀀠DCIIIW_ 1Id<1/lion ,ate. d 2 • 4 II, """"00 10•• (13C-l!BO ml/100 kg) cement ate rae􀁧􀁲􀁮􀁭􀁥􀁮􀁤􀁥􀁤􀁦􀁡􀁴􀁾􀁲􀁡􀁬􀁟􀀮􀁡􀁰􀁰􀁬􀁦􀁣􀁡􀀮􀀠􀁏􀁏􀁍􀀮􀁗
􀁍􀁎􀀮􀁾􀁾􀁾􀁤􀁾􀁾􀁾􀀠􀁾􀁣􀁮􀀬􀀮􀀮􀁴􀀧􀁉􀁉􀁉􀁖􀁾􀁾􀁆􀀧􀁉􀁟􀀮􀀠crontQct your Ioc:IIl Sb 􀁾􀁬􀁉􀁉􀁬􀁜􀀱􀁥􀀠tor 􀁬􀁾􀁴􀁭􀁡􀁉􀁬􀁣􀁮􀀠and /lll81i1wlc:e. IIIXJHQ Acid PlillltilMnt '" !h6 con_
plant. 􀁾􀁾QUQntity mllnlllilv'" !)y __dicpetlllllt. Add·!mo .... eand at llte WIIlgl> no_ Of intD !he ...."" [me 41 N balCh plant. _ "Ud in wnblnalfan with other 1Idm11Cl\lf88. cen>
I1II.IIIl ba taken to dieP""" _'" adInfJCIIj", 􀁾InIt> IN> mil!. 00 "'" mI>I w1l!\ '*Y __ PACKAQIN(I 􀁐􀁉􀁡􀁳􀁴􀁩􀁭􀁥􀁉􀁾􀀠.. supplied I .. 55 glll;on (208 Ii!eI') drums aM \)\jIK dtiJll\Iery.
8lOR4GEAM)SHI!1J.UJ'fE 􀁐􀁦􀀢􀀢􀁉􀁩􀁾􀀠'!lOud Ioe SID1ea .. al>Ov$ 3O'F (.'''C). Irfra::um.1haw and IIgilzIe 􀁩􀁨􀁾􀁧􀁮􀁬􀁹􀀠to f'lM\J.m to I"oQfIll.I.I $t:ata 􀀭􀁾􀀠SNeif HI.. wIIIIn
,tored In dry .....""'0''''. CCII'!d1l!o1li0SlW1lllll1!il'f'1lIJ(!OO"F{10"CU"O) Ie one Yell( mioImum. Skin and _ 1rriIlIm; ..Yttid COtI-' The """ of NIOSHlMSiiA l!I>p;olII>d teS¢ra·
1IOr• .."g0ggte8 and rubbergJowe ill """"",...ded.AVOiOt»'elll!\!nlll>1Oduol.IJ. _ tldequatft wntiIailcn. 1'\• .,..,.., eomaminallild oIothing. HlftiTND Weal> eldn will! aoap and. waUlt'.ln
caw01 _ "OOIlIOI, fIu&lt ___for 1$ miIt...􀀻􀁟􀀻􀁐􀁾WAllhclll!ttirtg bo!Iora __, _UP CmIaII'\6/IO""'kdwilhar>..-mat... riel. DIIIPQM 01 In _dance_lOCal. sIaIe an\f'_rain!(jUlllUonll.
>B ; :-" !-.
-AX (214) 352·3201 MAlI Equal 􀁏􀁰􀁉􀁬􀁏􀁾􀁅􀁭􀁰􀀱􀁯􀁾􀀧􀀢. JEI:.EPHONE (214) 358-651 , , ED EsELl CONSTRUCTION COMPANY' :lOST OFFICE BOX 540787 .10605 HARRY HINES80UtEVAF )AtlAS, TEXAS
75354-0787 OA1.LAS, TEXAS 752: FAX TO: __􀁾􀁾􀁾􀁾􀁾􀁦􀀬􀁾􀁾􀁾􀁾􀁾􀁾􀁾______________􀁾__________________________ ".... At.'bcSdN 􀁾.. 􀀭􀀭􀀭􀀭􀁾􀁾􀁾􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭
􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭FAX NUMBER: 􀀮􀁾􀀠W6f;FROM: e K""", 1e.DATE: PAGE: I OF Jt. MESSAGE: IF MESSAGE IS UNCtEAR Pl.Ii?ASE CONTACT OUR OFFlCE AT (214) 358-8681 THANKYOUI

FAA (214) 352-3201 TELEPHONE (214) 358-6581 ED BELL CONSTRUCTION COMPANY POST OFFICE BOX 540787 10605 HARRY HINES DALLAS. TEXAS 75354-0787 DALLAS. TEXAS 75220 May 8,1998 Mr. James C.
Pierce, Jr., P.E. Assistant City Engineer Town of Addison P.O. Box 144 Addison, Texas 75001 Re: Arapaho Road Reconstruction Addison Road to Dallas North Tollway Town of Addison Dear
Mr. Pierce: Enclosed for you review and approval are our concrete batch designs from Lattimore Materials Company for 3000 psi (design # 38),3600 psi (design # 40), and 4200 psi (design
# 42) concrete. In addition to utilizing mix design # 42 to produce CL C concrete, it is our intent to utilize mix design # 42 to produce concrete for the paving on this project. Please
inform us of your decision regarding these designs. Ifyou have any questions regarding this information, don't hesitate to contact our office. 􀁭􀁾􀁬􀀧􀁯􀁾􀀢􀀬􀁳􀁴􀀮􀁪􀀬􀀮􀂷􀁴􀁊􀁦􀁟􀁩􀁯􀁟􀁮􀁟􀁣􀁟􀁯􀁟
􀁭􀁟􀁰􀁟􀁡􀁮􀁹􀀠Robert D. Weber Project Engineer AN eaUAL OPPORTUNITY EMPLOYER 
LATTIMORE MATERIALS PAGE 62 LATTIMORE MATERIALS COMPANY P.O. BOX 556 McKINNEY, TEXAS 75070"()556 (972) 569-4646 (972) 221-4646 Client: Ed Bell Construction Co. Date: 08-May-98 Project:
Arapaho Road Addison, Texas Materials: Cement; Type 1, ASTM C-150, Texas.-LeHigh Cement Flyash: ASTM C-618. Class C, Holnam Coar.;e Agg.: ASTM C-33, 1"-#4 I.attimore Crushed Stone Fine
Agg.: ASTM C-33, Lattimore Concrete Sand Admixtures: ASTM 0-494, Sike ASTM C-260, Sike 1 Cubic Yard By Weight • SSD Mix No. 38 40 42 strength @28 Days 3000 3600 4200 1650 Flex Air Air
Air Cemant,'bs 470 517 564 FIyAsh,Ibs 0 0 0 C.Agg.,lbs 1850 1850 a50 Sand. Ills 1437 1369 '\,18'::L 1332C Wa.ter,lbe 227 238 237 WIR,OZ 18.6 20.7 22.6 AM 01 ;U M ;U Total Weight 3984
3974 3983 Unit wt, illCF 147.56 147.19 147.52 W/C Ratio, # # 0.48 0.46 0.42 Fly Ash, % 0 0 0 Maximum Temp, deg. 95 95 95 Slump, inches 3-5 3-5 3-5 Air, % entrained 5-8 5-8 5-8 • Admixture
dosage subject to adjustment aa needed (ASTM C-84. Note 7) •• AirGOntent per recommendationa of ASTM C-9'.7 (Table 3) Lattimore Ready Mix guarantees the above mix design will achieve
the epecified etrangth when tested and evaluated In accordance with ASTM C-172. C-31 , C·39 and C-Il. and when the recommended procedures for placement and curing outlined In AC13051306
are followed. In accordance with ASTM C· ...Lattimore Material. Co. requests that copies of all strength teats be forwarded to our Quality Control Department. GH 
65/68/1998 12: 57 972-221-4168 LATTIMORE MATERIALS PAGE 83 l LATTIMORE MATERIALS COMPANY P.O. BOX 556 McKINNEY, TE;XAS 75()70·0556 (972) 569·4646 (972) 221·4646 CONTRACTOR: MIX NO.;
PROJECT: Tumer COI'\I!ttw::Iion Co. 38 North High School Carrollton. Tems LABORATORY; Maxim Technologies DESIGN STRENGTH: 3000 7·28 2 03-Jun·97 4.50 4.4 79 3640 3640 4690 4770 4730 80
1.30 3 06-Jun-97 4.00 5.3 84 3850 3850 4140 4140 4358 4140 1.08 4 06-Aug-97 4.00 5.1 93 3240 3240 3680 3730 3705 4192 50 1.14 5 6 7 12·Aug-97 13-Aug-97 1G-AII9-97 3.50 4.50 4.76 5.0
4.3 3.0 90 89 84 3340 3100 3230 3340 3100 3230 373!l 3900 3830 3890 4090 3850 3880 399S 3890 3902 3853 3915 260 190 80 1,16 1.29 1.20 8 9 10 2o.Aug-97 22-Aug-97 21Mug-97 4.50 4.00 4.00
4.9 5.3 4.8 92 91 88 3180 3700 3220 3180 3700 3220 4020 4620 4730 4000 4700 3850 4010 4880 .4290 3985 4187 4320 20 80 8aO 1.26 126 1.33 11 12 13 14 16 16 17 18 23-Aug-97 27-Aug-97 02-Sep-97
Oa-S'ep.97 04-S'ep-97 D5-Sep.97 12-8ep-!l7 16-Sep.97 4.00 3.50 3.00 2.50 3.60 3.00 3.50 3.50 4.6 4.9 4.7 4.8 4.4 5.1 5.3 94 89 90 89 84 87 90 93 4020 2950 3350 3530 3260 350D 3690 2980
4020 2950 3350 3530 3280 3600 3690 2980 4070 3850 4490 4190 4210 4500 4820 3960 4520 3860 4560 4300 4360 4710 4800 3980 4295 3805 4525 4245 4285 4605 4810 3970 4415 4130 4208 4192 43524378
4!i87 4462 450 310 70 110 150 210 20 20 1.07 1.29 1.35 1.20 un 1.28 1.30 1.33 19 17.Sep-97 3.50 5.3 94 3000 3000 3760 3600 3780 4187 40 1.28 20 21 22 23 22-5sp-97 23-sep.97 23-Sep-97
01--0ec--97 4.00 3.50 3.50 4.00 5.3 5.1 5.3 4.2 80 84 74 61 2670 3040 3590 3700 2670 3040 3590 3700 3310 3920 4590 4900 3460 3880 4440 486<1 3415 3900 4515 4SS0 3722 3698 3943 4432 90
40 150 40 US 1.28 1.28 1.32 24 25 04-Dec-97 D5-Dec-97 4,00 3.75 4.8 6,4 60 52 3790 3780 3790 3780 4150 4880 4300 4940 '4225 4900 4540 4668 150 90 1.11 1.30 25 1 ().Oao-97 a.50 5.4 60
3470 3470 Ml60 4660 4810 4S45 300 1.38 27 28 12.{)eo-97 lCH1eo-91 2.50 4.00 4.8 Il.O 52 55 3180 3220 3780 3220 4520 4500 4730 4260 4776 4375 452S 4653 90 250 1.26 1.36 29 16-0eo-97 3.00
5.8 58 4360 4380 4930 5150 5040 4730 220 1.15 30 13-0ec-97 3.50 5.0 62 4190 4190 4980 4840 4910 4775 140 1.17 31 1!H)ec-97 4.00 4.5 62 3930 3930 5070 4890 4980 4977 180 1.27 32 13-0e0-97
4.00 5.0 60 3540 3540 31170 4470 4170 4687 600 US 33 13-Dec-97 4.00 5.5 82 3190 3190 3880 3910 3695 4348 3D 1.22 34 22·0110-97 4.00 4.S 81 4150 4150 5290 5300 5295 4453 10 1.28 35 30-0..0-97
4.00 5.9 55 3530 3530 4300 4630 4465 4552 330 1.28 311 31·0eo-97 3.50 5.3 56 3590 3580 4280 4410 4345 4702 130 1,21 37 31·Deo-81 4.00 5.7 55 3760 3790 4660 4620 4640 44S3 40 1.23 38
15-Jan.98 4.00 5.9 48 32.40 3240 4830 446D 4845 4510 170 1.40 39 􀀱􀁾􀀹􀀸􀀠4.00 5,4 51 3400 3400 4430 4330 4360 4522 100 1.29 40 15-Jan-9S 3.50 5.7 55 4320 4320 5230 5320 5275 4733 90
1.22 41 15-J....9S 4.00 8.2 59 2810 2610 4010 3940 3975 4543 70 1.41 42 13-Jan-98 4.00 6,4 50 3690 3690 4900 4790 4640 4G97 120 1.31 43 16-Jan-9S 3.75 5..7 51 3780 3780 4960 4850 4915
4577 130 1.30 44 16-Ja ... 98 4.00 6.1 54 2770 2770 4070 3860 4015 4590 110 1.45 45 17.Jan-9S 3.25 5.5 60 4550 4550 5110 5180 5145 4S9Z 70 1.13 46 17.Jan-98 4.00 6.0 56 4150 4150 5130
4940 4985 4715 290 1.20 3.73 5.2 71 3532 4422 24S 1.28 STO.DEV. 460 ACI313-5.3.1.2 REQUIREMENTS: (5,1) 􀁲􀁣􀁲􀁾􀀠re + 1.34\! (5.2) fer: rc + 2.33& -500 3617 3572 
LATTIMORE MATERIALS PAGE !l4 LATTIMORE MATERIALS COMPANY P.o. BOX 556 McKINNEY, TEXAS 75070-0556 (972) 569-4646 (971!) 221-4646 CONTRACTOR: MIX NO.: PROJECT: C.O. Henderson 40 Alliance
Gateway #26 & #27 Ft Warth. T_ LABORATORY: HBC EngIneertng DeSION STReNGTH: 3600 7-28 1+Feb-98 6.00 7.068 3IlOO 3730 3765 14-Feb-SII 6.00 5.6 61 4020 4110 4OIl5 4$90 4875 30 1.24 4940 4880 4900 4598 80 121 4 14-FIlb-98 6.75 8.0 62 2730 2820 2775 3600 3740 3670 4415 140 1.32 5 14-Filb-98
6.00 4.6 61 4050 4130 4090 5140 5060 5100 4057 80 1.26 8 14-Feb-98 5.50 3.8 !l2 3Il00 3600 3850 5040 5110 5075 4815 70 1.32 7 21-Feb-98 6.60 4.0 !l2 3620 3780 3840 5140 5070 5106 5093
70 1.40 8 21-Feb-98 7.50 3.5 62 3880 3740 3IlOO 5160 5220 5190 5123 60 1.37 9 21·Feb-98 6.00 4.2 60 46110 4730 4710 5740 5820 6780 5358 110 1.23 10 21-Feb-98 6.50 3.5 60 4240 4330 421!5
5820 5770 5695 5555 150 1.33 11 21-Feb-98 6.50 4.1 61 4370 4220 4295 5370 5450 5410 5828 80 1.26 12 21-Feb-98 6.50 4.2 61 4830 4770 4700 $1520 5670 CI595 5567 150 1.19 13 21·Feb-98 6.00
3.6 69 4090 4110 4100 5880 5910 589S 5633 30 1.44 14 04-Mar-98 6.00 1.3 61 3810 3770 3790 4840 4970 4905 6485 130 1-29 15 04-Mar-98 6.26 1.5 58 4370 4220 4295 5190 5030 6110 5303 160
1.19 18 04-Mar-98 5.00 2.2 58 3600 3130 3SB5 4490 4060 4276 4763 430 1.17 17 04-Mar-98 5.25 2.0 62 3690 3560 3820 4800 46110 4Il95 4860 10 1.27 18 04-Mar-98 8.25 2.5 62 4060 4130 4095
6110 5080 5085 4652 50 1.24 19 06-Mar-911 5.00 1.5 60 4390 4270 4330 5990 5850 5920 6200 140 1.37 20 Q6.Mar·Q8 5.00 1.5 60 4550 4720 4836 5660 5660 5770 6692 220 1.24 21 06-Mar-98 5.25
1.8 63 4560 4430 4505 6710 5480 6595 5762 230 1.24 22 06-Mar-98 5.S0 1.6 !l2 4700 4820 􀁾􀀶􀀶􀀰􀀠5810 t5290 6550 5638 520 1.19 23 06-Mar-118 6.00 1.7 60 5070 6160 5115 5680 5870 5775
5640 210 1.13 24 06-Ma.-118 6.50 2.0 57 4520 4370 4445 5890 6770 5630 6718 120 1.31 25 13-Mar-9B 6.00 22 58 4150 4260 4206 5340 5280 5310 563Il 60 1.26 26 13-Mar-98 6.50 2.0 55 4190
4090 4140 4480 4410 4445 5195 70 1.07 27 13-Mar·Q8 7:00 3.0 57 3740 3810 3775 4570 4820 4595 4783 50 1.22 28 13-Mar-98 7.50 2.8 56 3450 3280 3385 4350 4260 4305 4448 90 1.211 29 13-Mar·911
5.1)0 2.9 59 3970 3820 3695 5100 5210 5155 4886 110 1.3230 13-Mar-98 625 2.9 58 4140 4020 4080 4930 4860 4590 4783 80 1.20 6.00 3.2 60 4066 5114 123 1.28 SID.DEV. 580 ACI318-S.3.1.2
REQUIREMENTS: (5.1) fCf-fc+ 1.34& 4378 (5.2) fer" fc + 2.338 -500 445Z 
􀁈􀁢􀀯􀁾􀀸􀀯􀀱􀀹􀀹􀁂􀀠12:57 972-221-4100 LATTIMORE MATERIALS PAGE 05 LATTIMORE MATERIALS COMPANY P.O. BOX 556 McKINNEY, TEXAS 75070-0556 (972) 569-4646 (972) 221·4646 CONTRACTOR: HCB
Contractors MIX NO.! 42 lABORATORY: HBC Engineennll PROJECT: Fujitsu Project C DESIGN STRENGTH: 4200 Rldlardson. Texu 7-28 2 1(l.Mar-97 5.00 ae 74 3900 3880 3880 5280 5370 5310 120 1.37
3 11-Mar-97 6.00 4.5 74 3520 3370 3445 4850 5020 4936 4780 170 1.43 4 11·Mar-97 '5.00 3.0 70 3810 3890 3750 lI130 5210 􀁾􀀱􀀷􀀰􀀠5138 80 1.38 5 12-Mer·1I7 4.50 6.1 65 62lIO 5070 5175
6280 634() 6310 5472 130 1.22 6 17-Mer-97 4.50 3.8 72 4200 4110 4165 51110 6990 5900 6793 180 1.42 7 17·Mar-97 5.00 3.7 '1'2 4190 4080 4135 5420 5500 5480 6890 80 1.32 S 1S-Msr-e7 4.50
4.6 71 4800 4500 4550 5570 5770 5&70 5677 200 1.25 9 18-Mar-97 6.00 3.7 69 4210 4170 4190 5650 5610 5830 5567 40 1.34 10 1S-Mer-97 4.50 4.0 52 4300 4160 4230 5390 5490 5440 6580 100
1.29 11 19-M8r-97 5.00 4.3 53 4880 4720 4800 6010 6150 6080 5717 140 1.27 12 19-Mar-97 5.50 4.9 54 4260 4260 4250 4265 6710 6540 6625 6715 170 1.32 13 1S-Mer-97 5.00 4.3 54 4280 4140
4210 6010 5820 6915 5873 190 1.40 14 2Q.Mar-97 5.00 4.3 54 4230 4050 4145 5420 5510 5465 5668 90 1.32 15 21-Mar-97 5.00 3.4 65 4260 4330 4295 5S3O 5790 5710 5697 180 1.33 16 24-Mar-97
4.60 4.2 78 4330 4140 4235 5350 5520 5435 5537 170 1.28 17 25-Mar-97 4.50 4.0 80 4440 -4350 4396 6750 6850 5800 6648 100 1.32 18 2S-Mar-97 6.00 3.4 73 4040 3970 4005 4IiOO 4510 4505
5247 10 1.12 19 27·Mar·97 4.00 4.2. 74 a710 3670 '3690 5060 4800 4930 5078 260 1.34 20 28-Mar-97 5.00 3.4 73 3660 asao 5150 !la70 5260 4898 220 1.47 21 31-Mar-97 5.00 4.2 71 4250 4290
4270 6Ii2O 5680 5590 5260 140 1.31 22 01..-97 4.00 5.9 68 a910 3830 3870 6000 5200 5100 5317 200 1.32 23 02-Apr-97 4.50 3.5 69 3750 3710 3730 5360 5280 5a3O 5340 100 1.43 24 03-Apt-S7
5.00 4.2 79 4210 4170 4190 5910 6820 5866 5432 90 1.40 25 01..-97 4.50 3.6 73 4110 4070 4090 4780 4850 4815 5337 70 1.18 26 08-Apr-S7 6.00 5.0 74 3640 3690 3865 5020 4970 4995 5225 50
1.36 27 09-Apr.97 4.00 4.3 68 ·4830 4460 4555 5830 5820 6725 5178 190 1.26 2B Q9.Ap1'97 5.00 4.7 89 4120 4080 4100 5690 5280 5475 5398 430 1.34 29 1O-Apr-97 4.50 3.9 79 4320 4470 4395
6700 5670 5730 5543 120 1.:10 30 14-Apr-97 4.00 3.5 64 4260 4140 4200 6780 5B6O 6720 5542 120 1.36 31 14-Apr-97 5.00 3.6 75 4OIlO 3990 4025 5720 6690 6806 5152 170 1.44 32 15-ApI-97
4.00 4.0 76 4730 4630 4660 6050 6240 6150 6892 160 1.31 33 15-Apr-97 3.00 74 4870 4790 4830 5920 6010 5965 6973 90 123 34 16-Apr-97 4.50 3.4 76 4290 4170 4230 5080 4970 5025 571S 110
1.19 35 17...97 5.00 3.5 77 3790 3730 3760 5270 5160 5215 5402 110 1.39 36 1s.Apr-97 4.50 4.0 73 4560 4270 4415 6820 8060 599Il 5410 140 1.36 31 21..-97 5.00 4.4 88 3150 3640 3895 5030
5080 5055 􀁾􀁯􀀠50 1.37 38 21-ApT-97 5.00 4.0 85 3080 3060 3010 392IJ 4050 39SS 5010 130 1.30 39 22-Apr-97 5.00 3.6 75 3830 3690 3780 5780 5440 5610 4883 340 1.49 40 25-Apr-97 4.00 66
5350 5170 5280 5710 6780 5745 5678 70 1.09 41 28--Apr-97 4.00 4.2 71 31130 3000 3080 4090 4280 4185 4965 100 1.36 42 21l-Apr-97 6.00 5.1 77 3840 3960 3900 4700 4800 4795 4908 190 1.23
43 3O-Apr-97 5.00 4..5 78 4010 3960 3985 6150 4880 5015 4886 270 1.Z6 44 3O-Apr-97 4.50 4.0 78 4200 4220 4210 5a5O 5230 5290 5033 120 1.26 45 01·May..97 4.00 3.8 77 4810 4870 4740 6510
5530 5520 5275 20 1.16 .. 48 05-May-S7 4.00 64 4400 4290 4345 6360 5600 5480 5500 240 1.26 4753 110 1.2447 06-May-97 4.00 a.8 64 3300 3190 3245 3970 4080 4025 48 07.May-97 4.00 3.8 76
3050 3120 3086 3800 a990 3895 4467 100 1.26 49 12-May-97 5.00 4.0 83 4150 4050 4100 5130 5210 5170 4363 80 1.28 50 13-May-97 5.00 4.0 83 3130 3210 3170 4160 4140 4150 4405 20 1.31 4.50
4.9 79 3340 3190 3265 441D 4210 4310 4Ii43 200 1.3251 􀀱􀀵􀀭􀁾􀀷􀀠52 16-May-97 4.50 5.0 81 3580 3420 3490 4550 4490 4520 4327 60 1.30 53 02-Jun-97 5.00 4.11 80 4070 4010 4040 51eo 5050
5105 4545 110 126 4775 4800 10 1.1454 02-Jun-97 5.00 5.0 80 4170 4190 4180 4780 4770 
372-221-4166 LATTIMORE MATERIALS COMPANY LATTIMORE MATERIALS PAGE 06 P.O. BOX 556 McKINNEY. TEXAS 75070·0556 (972) 569-4646 (972) 221-4646 CONTRACTOR: HCB Contractors MIX NO.: PROJECT:
42 FuJItIu Project C LABORATORY: DesiGN STRENGTH: HBC Engine8!l09 4200 Richardson. Texas 7·211 56 02..Jon-97 5.00 5.2 82 4290 42110 42715 615O 5030 5090 S035 120 1.19 57 02..Jun-97 5.00
5.0 82 3650 3570 3710 4550 4690 4620 4983 140 1.25 68 02-Jun-97 5.5O 5.4 83 3790 3730 3760 4620 46110 4640 47113 40 123 69 02-JuI>-97 5.SO 5.0 84 3!l3D 3550 3590 4$1'0 4540 4555 4605
30 1.27 60 02·JuI>-97 5.00 5.2 84 3900 4010 3955 5030 5180 S095 4763 130 1.29 61 OWun-97 5.00 3-9 84 3930 4020 3975 4870 SOlO .4940 4863 140 1.24 62 02-Ju1>-97 4.50 4.3 84 4410 4430
4420 5260 5170 52115 5083 90 1.18 63 02.Jun-97 5.50 3.5 84 4170 4070 4120 4740 4530 4810 4988 140 1.17 84 02-JuI>-97 6.00 4.0 84 4240 4120 4180 5320 5110 5215 soao 210 1.25 65 02..Jun-97
5.00 5.0· 85 3440 3070 3265 4350 4440 4395 4807 90 1.35 00 02.Jun-97 5.00 4.0 B4 4170 4120 4145 <4620 4680 4650 471i3 110 1.12 67 11-Ju1-97 5.00 4.3 86 3640 3620 3730 5610 5790 5700
5700 180 1.53 68 11..Ju1-97 4.00 3.8 86 4330 4300 4315 6550 59!iO 5780 5725 400 1.33 69 11..Jul-97 5.00 4.0 86 3950 3970 39BO 6030 !1220 5125 5525 190 1.29 70 11·Jul-97 6.00 5.0 86 3770
3820 3795 5410 5650 5530 5466 240 1.46 71 11·Ju1-97 6.00 5.1 89 3580 3810 3595 5080 5290 517li 5277 230 1.44 72 11..JuI-97 6.00 4.9 eo 3840 3590 3600 5410 6170 5290 5332 240 1.47 73
l1-Ju1-97 6.00 5.2 90 4350 4100 4225 5350 5490 5420 5295 140 1.28 74 11-Jut-07 UO 5.0 90 3780 3950 3IlO5 4540 5010 4775 5162 470 1.25 4.8a 4.3 78 4007 5203 146 1.30 STD.OEV. 558 ACI
318-5.3.1.2 REQUIREMENTS: (5.1) fer ..fc .. 1.34$ 4946 (52) fer" fc" 2.339 • 500 5000 '. 
􀁾􀁯􀀯􀁾􀀸􀀯􀀱􀀹􀀹􀀸􀀠12:57 972-221-416tl LATTIMORE MATERIALS PAGE 07 LATTIMORE MATERIALS COMPANY P.O. BOX 556 McKINNEY. TEXAS 75070.{l556 (972) 569-4846 (972) 221·4646 CONTRACTOR: T
umer ConlllNc:!Ion MIX NO.: 42 LABORATORY: Maxim Tedmologies. Inc. PROJECT: CarrolllonIFarmers Branch ISO DESIGN STRENGTK: 650'''' North High School· Carrollton. Texas ·Cenlllr.f'oint
LoadIng 7·28 Date Sluml Air 70ax 􀀺􀁚􀀸􀁾􀀠A1!is AvgJ3 Ra!!i" GainT" 7DBo AVl20 21 Dav 1 OS-Mar:@4.7 4.4 885 55 1.05 2 OS-Mar-97 4.00 4.0 65 845 845 960 845 003 115 1.07 3 ()5.Mar-97
4.75 5.6 62 740 740 760 780 770 843 20 1.04 4 07-Mar-97 3.75 4.7 65 760 7E!O 835 1175 855 843 40 1.13 5 07-Mar-97 4.00 5.0 84 710 710 840 a91! 866 a31 55 1.22 6 19-Mar·97 3.25 4.5 60
930 930 892 935 914 679 43 0.98 7 21-Mar-97 4.00 5.9 78 760 760 655 820 838 873 35 1.10 (I 27-Mar-97 3.60 4.7 76 765 755 795 825 810 864 30 1.07 9 27·Mar-97 4.9 72 705 705 795 870 833
827 75 1.18 10 09-Apr-97 4.00 !l.1 73 770 770 815 786 790 700 50 1.03 11 29-May-97 3.50 4.7 7B 786 765 775 860 728 759 95 0.95 12 13--Jun·97 6.00 4.9 87 675 675 755 776 765 761 20 1.13
13 2o.Ju1-97 5.00 4.0 95 650 650 770 700 735 743 70 1.13 14 31-JuJ.97 4.00 4.7 93 846 846 750 665 718 739 65 1.11 15 31.J1I).97 4.00 4.2 92 630 630 7B5 830 798 750 65 1.27 16 01-Aug-97
4.00 4.9 95 695 695 826 750 786 768 75 1.13 17 12-Aug-97 3.50 4.8 94 70s 705 990 1185 938 841 105 1.33 18 13-Aug-97 7.(51) 3.0 91 720 720 750 610 780 835 60 1.08 4.26 4.7 78 738 816
60 1.11 
ATC Asmares, IDe. U3SI) M:a!hi& Dallas, Teas 75229 !mIS56-Z1IJ4 CLIl!NT: 972-221-416fl LATTIMORE MATERIAlS PROJECT INSPECTION REPORT paplofl Job No.: 2S-Q1-96-00SS9.SOe PAGE a8 1 tn."
100100 95-100 112" 97.S 56.7 /f4 1).568 Al!o!:ptton (VII) I UDit Wei!lht (Pet) Aw:age of" 102.4 I 2.68 2.67 0.65 t . 0.28 ATe REPlUiSENTA1lVE: I. 'I1wmp&on 'Ibio __emir ....-._ """"'1«_""clM>
__....,. ..... •,*_inils-.y"""will"'" _ iISeaIiooI...-,....'.....fA,ro.,ao_ 
B5Je8J199B 12:57 􀀹􀀷􀀲􀀭􀀲􀀲􀀱􀀭􀀴􀁈􀁊􀁾􀀠LATTIMORE MATERIALS PAGE 􀁾􀀹􀀠Hooper Engineering Laboratories, Inc. Construetlon MaterIals Testing REPOR! Qf ANALYSIS Of CONCflETE AGGREGATES
CLIENT: Lattimore Materials Co. DATE: 5 November 1997 PROJECT: . General Use SAMPLES: Submitted to Hooper Engineering Laboratories. Inc. on 1115/97 bv 4t;tiIllOf. Materials Co•. SUPPlIER:
Thackerville , '. RETAINEO ON NATURAL$AND ASTMc33, SIEVE SIZE . 0 • 114 ' 'REQUIf{EMENTS ,·1/2" ,,: . . ", .,. " . ',. ' .....!' . , . 􀀧􀀮􀀧􀁾􀀢􀀠.. 1" " ", " .. ..3/4", ""<\-dO" "
1/2" 318" 0% .. 0 No.4 1 0-6 No.8 9 .0·20 No. HI 32 15·60 No. 30 S2 40·75 No. 50 83 70-90 No. 100 95 90-98 , •fINENESS MOOUlUS 2.72 2.30 to 3.10 SPECIFIC GRAVITY 2.59 FINER THAN NO.
200 SIEVE 3.9% 5.0% Max. DRY ROOOEO WEIGHT, PCF ,103.7 TECHNICIAN: LS OISTRISUTION: 121 lattimore Materiala Co.• Curtis lee ...........#011; __... ""'-I_,."" _"I .. ...." i2141 3111·5148

Air Entraining Admixture 0I1IICIIIP110N SII<a AEA-15 admlxwre i!lIlIquid solution ofconcentrllted organic materials. II has been formula1ed and manufactured 􀀮􀁰􀁥􀁣􀁾􀁬􀁣􀁡􀁬􀁬􀁹􀀠to
provide. stable and 􀁰􀁾... djt:tabkl Elk contents 10 concrete, with un"""" air bubble spacing throughOut the concrete malrix. Sika AEA-15 meets t/1e raqulternents 01 ASThIC-260foralrenlralnlngadmixl
ures andAASHTO M-154 AI'FLICA TIONS SIJ<aAEA-15 "on be used whenGWr alr entrlllned concrete is desired. Readymix, precll$! and block producers cen all achieve optimum entrained air conlents,
even where harsh mixes litO uoed or fly-<lSh ia edded 10 the 􀁭􀁬􀁾􀀮􀀠ADVANTAGES AIr entrainmen! is recognized as lIle moo;t effeo1lve prevenllon against c0ncrete seaJlng in expoaed
environments. Air entrained concrete delivem pllfllcu. Jar benefits In the kllm 01 Increased concrete durability. ThIS la important In colder climates where frost and freeze.. theweyclaCBncauS8scaUng
anddarnage101I1e concrete surface, Air enlralnlng agents help 10 prevent ,,",ing by CtRting mUilons 01 microscoplcalrvoids,allowlngW8lt!rlnlppedln the 􀁣􀁯􀁮􀁃􀁬􀀱􀁬􀀡􀁥􀀱􀁮􀁾􀁡􀁮􀁤whentheconcrete
free<:tlS,lhuSprnvent!ngcraclmceusedby natumlexpanslon. Entrained airvoids In 1I1eCOflC1ll!tewillalaQil\ereese durabilltyln harsh environments where concrete Is IIl<!><>Iledtodeicfngsails,marlnesalls
and suKalBS. '. Wol1cability and pi_ability are also improved by thl! lubrlcalfng action oItne microscopic bubbles In the concrete. Concrete Will flow beller, and bleeding and shrinkage
will be reduced becau$e !as.water Is neededtooblalnlhedesired 􀁾􀁉􀁬􀁴􀁹􀀮􀀠HOt·V TO USE OOSAOE AI;Idi!ionra1eSwillvarydependingon theelr conlent required !Dr a Pattle"lar project. TyploaJlyairCOllle
rtlllwtllb••peclfiedlnthe range0l4loSpsrcentbyvolume. O1I1er factors !hiltmay affect the emount ot air 􀁴􀁬􀁦􀀱􀁉􀁮􀁉􀁉􀁮􀁥􀀼􀀡􀁬􀁮􀁴􀁯􀀡􀁴􀁯􀁥􀁾􀁴􀁥􀁊􀁮􀁣􀁉􀁵􀁤􀁥􀀬􀁢􀁵􀁴􀁡􀁲􀁥􀀠norlfmltedto.""""""_
_andtype, sand gradatiQn,ternperatureond_tercontent. SlI<arecommendsthBl1rialnl1xe&b61ested whenever malerlal malerlal or any other Changes ..... made 1I1at may alleot \he amount 01
en1ralne<! air. Dosage ra!es for SII<a AEA·15 wIIllypj. cally/all_en 1/411110 1fl. Oz./1DO lb., (16 • 65 ",VI DO kg) 01 cemelll 10 enltaln between 4 and 6 pen::em air. Higher air contents
may beobtained by increasing the dosage role. Combination with other admixlures. par􀁴􀁬􀁣􀁶􀁬􀁡􀁲􀁬􀁹􀁷􀁡􀁴􀁥􀁲􀁲􀁯􀁤􀁵􀁣􀁥􀀼􀁳􀁡􀁮􀁤􀁲􀁥􀁕􀁬􀁬􀀧􀁤􀁾wftl lendloincreaselhe.......-.tolentfainedelr
In!hemoc Aircon\!!tll8sllouldbeoheol«!d wtthenair-meteraftetbatchingsnddosagu acljuslmenl!O rnadeanneeoncrete plant MiXINO Measure the required Quantity per balCh manually or with Qutomatic
dispenser equipment. Add Sika AEA-15 to mixing waler Of sand. 00 not mix with drY cement.Whet!usedlncombinallonwtllJcII1er admixtures. care must be leksn 10 disPll"seeaeh admix1uresepatal8ly
inlothe nix. PACKAGING SlkaAEA-15lssuPplied in 55 gallon (208 liter) drums and bUlk deli""",. ItiTORAGEANDSHI!LFUFE Sika AEA-1S shOuld be stored at aboVe 35'F (2'C), II fr02en, thaw
and agilale 1I10roughly [0 return to 1!8 nonnal state beforeu .... Shelf 􀁉􀁾􀁥􀀠when SUlled in dry warahOuse conditionsl:\etwMn5()"Fanc!8O'F(100c27°C)ls1yea,mlnlmum. CAUTION Skinand.rmmntlMlidcontac
t.Theuse of NIOSHIMSHA approved respirator, safely goggles and rubbergloves is reoommenoed.Avoidbreamlng productUse wilh edequate ventilation. RofT1l)V6 conIaInIMledeiotning. FNlSTAID
' Wash skin willi soap and water. In oase of eye 􀁣􀁯􀁮􀁬􀁥􀁣􀁾􀀠flush With weier lor 15 minUlee;eon\aCtaphySician. WashclothIng before re-uu. CLEANUP Conlain end COIJect-with absorbent
material. DJspooe of in accordance with local, slateandlederal regulations. COlOR Brown 1 pH e <0.1 
Water Reducing Admixture (Type A) DESCIIIf1"I7ON PIaStOcrIlt.,161 IS a polymar-type waler. reducing admixture. Plastocrete 181 contains no Chlorides. Plal!locrete 161 meats \he requirements
of ASThIC-494TypeAandAASHTOM194 TypaA. APPLICATIONS Plastocrete 161 is recommended for use in all applicatlOf\ll Where high 􀁱􀁵􀁡􀁬􀁾􀁹􀀠concrete with superior WOI1UIbllily and normal
setting limes Is required. HOWITWORKS Piastocrete 161 water reducing admi><IlJre provides an economlOaJ and highly effective means 01 reducing \he amount oImixingwater required '""reduce
con· crete of II. certain slump by \lcting as II. dispersant !of the cement par1icles In the mrx. Through this dispersing. aCtiOn more of the surf_a_ofthe cement particles Is available
!Or early hydradon. Themore cement particles hydmIed by contact with th.. mlxlng water. 1119 greater the compressive slrength of \he concrete. ADVANTAOES Piasklcrete 161 is formulated
as a Type A water reducer \0 allow 7 -10% water reduction and maximize the benellts of increased hydration In both 1he hardened and plastic ._. BENEFITS .. RedUced water COnlent required
to achieve desired slump. Increeses compressive and ft"""ral Gtr_lhs end .11ows 1I1e use of more 􀀢􀀢􀀢􀀢􀀢􀀢􀀧􀁾􀀠cal mixes• .. ImpltMld paste qualitY makee concrete easier 10 pump
end flnleh. ... Consii!ll!l\fnonnalsettingIfmesthroughoutlhe recommended 􀁤􀁯􀁳􀁡􀁾􀀮􀀠A Lower water cemftnt rmlos provide dec ......... dpenneabililyandIncreased durabllily. CamIIlnal1....
WIth oilier jl,drnlxN_: Plastocrete 161 _ effecIively a. " single admixture or In combination with otneradmlXtulllSln1lleSlkaSyGlem. When air enD'alned concrete Is specified. SlIIa retlOlTllYlefods1l
leuee olSilla";renlt8lnlng agents. HOW TO USE DOSAGE 􀁁􀁤􀁤􀁾􀁩􀁯􀁮rJll!ls<>fS-6fl.ozJl00lbs. (195 -390 ml{l00 kg) 01 cement are recom􀁭􀁥􀁮􀁃􀁬􀁥􀁃􀁬􀁦􀁯􀁲􀁾􀁮􀁥􀁲􀁳􀁬􀁣􀁯􀁮􀁣􀁲􀁥􀁴􀁥IIPPllca!lons
_ normal setting chatactl)ristics are desired. 1I/XINtiJ Plaotocrel!! 161 ISIldded atma concrete pIsnt. 􀁟􀁵􀀢􀀬􀁾􀁱􀁵􀁡􀁮􀁴􀁩􀁴􀁹manuaUy "rby BuIomalllCldlepenser. MdfntD1he sand at\hewelghhopperori
ntoth&water Ilnulthebalch plant. When usedIn combination with otheradmi>1Ures. Carel71lJsl bel!ikenlodlspenee eachlldmbdureeeparatGlyin\Othemlx.Oo notmlXwith drycement. ASTM C-494 Type
A COLOR Brown >8 PACKAGING PIasIocrete 161 is supplied In 55 gallon (:1Oe Iller) drwns and bulk delivery. STORAtJEANDSHI!!f.F-UFE Plastocrete 161 shOlJkI bestored at abOve 36'F (2"0).
If frozen, thaw and agitate 1h000ughlylo",lumlononnal_before Y89. $helf life when stored in dry warehouae condI!lonsbelWeen5O'FanC!8O'F(10'C27"C)lsoneyearmlnlmum. CAUTION SkinandB)'!'inilanl;avoIdeon
tactTheuse of NIO$H/MSHA approved respirator. safetygogglaS Md rubberglove8ls teComnended.AvoidbrealhlngprocluctUse wIIll adequate ventilation. Remove conIamIn8l9dclothing. FlRSTAID
WllOhsl<lnwllhsoapandwaler.lncaseof eyeccntact.flusllwithwaIGfforI5mlnUIIIS; contaote 􀁰􀁾􀁩􀀼􀀺􀁩􀀢􀀢􀀮WashclO1hlngbeforefe-un. CLEANUP ConIIlln and collcctwllh aboorbent_􀁾􀁡􀁌􀀠DispaseofInaccordan
ce with lOCal. Slal&andfederalregu
lalions. We,.,. Reducing and Retllrdlng Admbcture (TypBs B & DJ COLOR VelJow/Green >8 <:0.1 DI!SCIfIPTION Plas1iment is a W4!eHeducing IIIld ,.,.. lafdtng admiXlUre. Plalltiment con1sins
no calcium chloride or any other IntenHonally added cMloridea. Plaatiment meelli the requlremams of ASTMC-494TypesBIIIldOandAASHTO M194 Types 8 and D. APPLJCA110NS Plastlmenti.recommendedforusewhenev
et high quallity concrete with predictallis and con\l'ollad $81 flmes Is dasiret\. Use in flatwor1< end hcrll'.Omal orwrtfcal olipfOrm placements who", a superior sun_finish i. required.
ADVANTAGI:S Plastiment Is highly effective In hot weather concreting to olfsel the acca\eratingelfeclliolhlghamblenttemperalure! I>y controlling the heat 01 hydraHan. Concrete workabftity
is enhaneed B.I1t1 asuperforsurfsce finish Is obtBlned. flENEI'TfS .. In mass concrete peum Plastiment eontrol.temperaturerloeandn>duces !he risk of !hennal cracking. .. Initial set
times are delayed. allowing time for proper placement <inti finiShing wilhout COld joints In hot weather conditions. .&. Piastimentlncreases concrete density and delivers Increased early
and uldmate. compressive ..nd flexural strengtlls. .. For 11._ appllcalions Plalllimenl acts as a ftnlSlling aid, workability is improved,b1Sadlnglscontrollef:l and a superior surface
!lnlsh .. obtained. .. LoWer water _Iralios provide _ee(lpermeabllityandinc_ durability. CcombiI'I&Ilol'I with CIIheI' AdmllltulllA: Plaslim&nt woi1<s sff!ldlveiy as a single edmbcturs
or In combination with o!her admixtures in the Sika System. HOW rOUSE DOSAGE . Mdilion l1ltes of 2 -4 II. 0,./100 Ibs. (130-260 m1!100 kg) cement are raeommendedforgeneralCCllClemappHca,.
tlons. Where extended retardaliOn is required dosagernaybelncreased. PI_e conlac! your local Sika R,presentallve for InfblTlUllion and assistance. MlJUNIJ Add PlaIlIlment at the concrete
plant Measure requimd quantity manually or by auJomalad dispenser. McHnll) !he sand at the weigh hOpper or into the _ line 0.1 !he batch plant. When USed in combination with other admixIur...,
care must be taken to dispense each admlx1ure e&perately Into \he mix. 00 not _ with dty cement. PACKAQING Plastimettt Is supplied in 55 gallon (208 liter) drums an(l bulk dellva!y.
STORAGfiANDSHELF-UFE P/astiment shoulll be stored at above 30'F H 'C}. If frozen. thaw ancl agitate Ihcrougllly to retum \0 nanna' slate before u,",. SheW Ule when Slore(l in dry warehOU$8
􀁡􀁯􀁮􀁤􀁾􀁩􀁯􀁮􀁳􀁢􀁥􀁬􀁷􀁥􀁥􀁮􀀵􀀰􀀧􀁆􀁡􀁮􀀨􀁬􀀡􀁬􀁏􀀧􀁆􀀨􀀱􀀰􀀧􀁃􀂭27"C) is One year minimum. CAUIION Skin and eyt> Irritant a .... d contaCt The use 01 NIOSH/MSHA apprOlled 􀁲􀁥􀁳􀁰􀁾􀁡􀂭for,
safely goggles and rubber gloVes is recommended.Avr:i.clbreathlng product. UIlII with adequate ventilation. Remove contaminated clathing. FlR$TAID Wash skin with soap anCl water, In
case or eye con!acl, Hush with water for 15 mlnul...;contaotephysician. Washclathing before r.....,.e. ClEANUP Contalnandcollec!wiIh abeomentmaterial. Diapose of in 8C()()fdancewith
local. slale andfederal regulations.