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Vista Point II 3-7-CS050804 9?2 221 9647 08,¢84/2805 09:05 972-221-9647 LATTIMORE MATERIALS PAGE 01/08 TRANSMITTAL TO: ¢? ty oF Coppe 1 l 972-304-2570 RE: FROM: 8 pages total ConcretI M7X OeSTgll ~alTet KT17ard qua l i ty control Lattimore Materials Co. P. 0.. Box 556 I! McKznn. ey, Texas 75070 ~ ~ /~ ~ha°x~e' ~7.22-2222~-;~4.1¢ 08/0~/~00~ 0~:~5 97~-~-96~ L~T~MOR~ MATER~LS P~GE 02/08 LMC Date: 4-Aug-05 Client: Harrison Structures Project: Materials: Vista Point Coppell, Texas Cernent~ AS"'M C-150, Type Ifil ~ Fiyash; A$'T'M C-61~ Coarse Agg.: ASTM C 33, 1"-~,4 Ct'ushed Stone Fine Agg.: ASTM C.33, Concrete Sand Admixtures: ASTM C 494, Type A or D ASTM t Cubic Yard B~f Wetl~lht - SSI;) Mix No. 1701 Strength ~ 28 Days 4000 ps~ Air Cement ~64 Ib~ Cosine Aggregate ~050 lbs Fine Aggregate ~260 lbs Wa~r ~ ~5~ lbs Admixture Water Redu~r ~ 23 Total Weight V3930 lbs Unit Weight 145.57 pcf WlCm Ratio ~,45 Fly Ash Replacement 0% Maximum Tenlperetum 95 o F Slump 3-5 inches Entrained Air 3-6% Lsttimor¢ Materisjs Company Box 556 - McKi~ney, Texas 7.~070-0556 (q72) 221-4646 - (972) 569-4646 LMC Field Test Data [ Mix No. 1701 Basis for Selection ~ontraetor: Hughs & Sons Data Updated: 08/04/05 ACI 318, Section 5.3.2.1 15-1) project: Crosby Elementary School Design Strength f,: 4000 psi Standard D~,iation: 421 psi Fn~ney, Texas Data Represents: 32 Tes~ Reqoired Stvengt# ~,: 4564 phi Laboratory: Ho?er Engineering A,vg. Slump; 4.98 Ay8. Mr"/o 4,10 Average Strength: 5290 psi i Conc. 7 Day Data 28 Day Compressive Strengt~,,~ata 28 Day 28 Day # Date Slump Tamp Air% Cyl. l C~!.~ 7Avg, Cyl. I C~l.:.2., 5e~Avg Avg./3 Range St. De~ Run. Avg. 1 I0/2Z/04 4.75 85 4.50 3760 3900 3830 4760 4680 4720 80 4720 2 10/2~/04 6.25 82 4.40 3640 3510 3580 4440 4610 4530 170 134 4630 3 10/22/04 5.00 84 4.10 3920 3820 3870 4800 4910 4860 4700 110 166 4700 4 ~0/22/04 4.25 85 2,]0 4200 4250 4230 5200 5000 Sl00 4830 200 240 4800 5 10/22/04 6.00 82 2,50 3600 3650 3630 5120 4940 5030 5000 180 231 4850 6 10/29/04 4.75 83 4,50 4320 4240 4280 5460 5850 5660 5260 390 391 4980 7 10/29/'04 4,50 85 3.20 4610 4780 4700 6020 5730 5880 5520 290 492 5110 8 10/29/04 4.50 83 3.70 4620 4440 4530 5590 5450 5520 5520 140 478 5160 9 10/29/04 5.50 83 3.90 4010 4180 4100 5180 5140 5160 5560 40 447 5160 I0 10/29/04 4.75 84 3,10 4500 4410 4460 5800 5790 5800 5490 I0 467 5230 ~1 10/29/04 5.25 83 4.10 4020 4020 4020 5170 5210 5190 5380 40 443 5220 !2 11/08/04 5.25 71 4.50 4150 4210 4180 5370 5120 5250 5410 250 423 5230 i3 11/08/04 5.00 73 4.40 4230 4180 4210 5430 5130 5280 5240 300 405 5230 ~4 11/08/04 5.00 70 4.40 4260 4100 4180 5460 5520 5490 5340 60 395 5250 15 11/08/04 475 71 4.00 4220 3970 4100 5020 5430 5230 5330 410 381 5250 16 I1/09f04 4,75 75 3,40 3640 3700 3670 4800 4620 4710 5140 180 392 5210 17 IL"09/04 4.25 72 4.30 4600 4620 4610 5940 5800 5870 5270 I40 411 5250 i8 11/09/04 4.75 72 4,00 3930 4390 4160 5490 5520 5510 5360 30 404 5270 19 ]1/09/04 4,50 71 4.90 4750 4730 4740 5780 5790 5790 5720 10 410 5290 20 11/09/04 4,75 71 5.30 4480 4540 4~10 5490 5530 5510 5600 40 402 5300 21 11/12/04 5.50 68 4.20 4340 3920 4130 5230 5070 5150 5480 160 394 5300 22 11/12/04 5.25 69 4.10 4550 4910 4730 5920 5740 5830 5500 180 401 5320 23 11/12/04 5.00 66 4,30 4170 4260 4220 5360 4930 5150 5380 430 393 5310 24 11/12/04 5~00 56 3,00 3720 4170 3950 5450 5450 5470 5480 30 386 5320 25 11.,12 04 5.00 68 3,20 5080 4860 4970 5660 5820 5740 5450 160 387 5340 26 11/16/04 5.00 75 400 3900 3910 3910 5080 5170 5130 5450 90 381 5330 27 11,/16/04 5.00 75 4.40 4320 4290 4310 5540 5610 5580 5480 70 377 5340 28 11/16/04 5.00 74 4,20 4710 4690 4700 5940 5770 5860 5520 170 383 5360 29 11/16/04 5.50 74 4.40 3460 3480 3470 4910 4890 4900 5450 20 385 5340 30 12,~14/04 4 75 55 5.50 3300 3340 3320 4330 4330 4330 5170 0 421 5310 31 12/14/04 5.00 57 5,40 3740 3480 3610 4590 4820 4710 4950 230 428 5290 32 12/14/04 5.00 68 5.20 4460 4230 4350 5260 5230 5250 4760 30 421 5290 1'/01 - C~osby E~ernenlary x[s I Date Sampled: 30-May,,-2005 Gradation Analysis for #57 Coarse Aggregate ASTM C29, C33:' Cl17, C127 & D7.5 Sample: Lattimore Materials Company 1700 Redbud Blvd, Sutie 200 McKinney, Texas 75069 972-221-4646 (main) 972-221-9647 (fax) www,lattimorematerials.com Date ran: t-Jun-2005 Source: Bridgeport Total dry wt: 57.76 lbs. Location: Load Out Sieve S,ize (in) wt. Ret. % Ret. % PaSs t-ti2" 1.500 0 0.0% 100.0% 100% 1" 1,000 2.82 4.9% 95,1% 95% to 100% 3/4" 0.750 10.58 18,3% 81.7% 1/2" 0.500 25.68 44,5% 55.5% 25% to 60% 318" 0,375 35.42 61.3% 38.7% #,4 0.188 53.24 92.2% 7.8% 0% to 10% #8 0.094 57.20 99.0% 1.0% 0% to5% PAN lO0% 9o% 8o% 7o% 6o% 5o% 4o% 3o% 20% 10% O% 0.010 0.100 1000 10 000 Sieve Size (in.) Absorbtion: Decant: Specific Gravity:_ Dry Loose Unit Wt: Dry Rodded Unit Wt.* 0,72% 0,33% 2.68 92.25 100.77 I b/ft3 08/04/2005 09:85 972-221-9647 LATTIMORE MATERIALS PAGE 85/08 Date Sampled: Lattimore Materials Company 1700 Redbud Blvd, Sutie 200 McKinney, Texas 75069 972-221-4646 (main) 972-221-9647 (fax) www.lattimorematerials.com Gradation Analysis for Fine Aggregates ~ AST,,M C29, C33, C117, C128 & D75 I 30-May..~..2. 005 Sample: Spec Date ran: 1-Jun-2005 Source: Denton Total dry wt: 744.2 grams Location: Current '/~. Pa~al,ng ASTM ¢33 % Retained TXDOT sisve Size (in) Wt, Ret. % Ret, % Pass , L!mite 421' 3/8" 0.375 0.0 0.0% 100.0% 100% 0% 1/4" 0.250 5.1 0.7% 99,3% ¢ht 0.188 21,5 2.9% 97.1% 95% to 100% 0% to 5% #8 0.094 123.6 16.6% 83.4% 80% to 100% 0% to 20% #10 0.079 147.1 19.8% 80,2% - #16 0.047 211.1 28.4% 71.6% 50% to 85% 15% to 50% #20 0.033 246.9 33.2% 66,8% #30 0.023 298.5 40.1% 59.9% 25%' to 60% 35% to 75% #40 0'.'017 381.5 51.3% 48.¢% #50 0.012 528.5 71.0% 29.0% 10% to 30% 65% to 90% #80 0.007 684.5 92.0% 8.0% #100 0.006 712.8 95.8% 4.2% 2% to 10% 90% to 100% #200 0.003 739.4 99.4% 0.6% 0% to 3% 97% to 100% PAN Fineness Mod.: 2.55 Sand Eq.: 85.4 Specific Gravity: 2.64 Dry Loose Unit Wt: 98.6 Dry Rodded Unit Wt: 112.01 Absorbtion: 0.77% I b/ft3 Sika® AEA.15 Air Entrain#ng Admixture DESCRIPTION $ika AEA,15 admixture is e liquid sofu. and AASHTO M-154 DOSAGE PACKAGING. $ika AEA-15 i$ supplied in 55 gallon (208 liter) drut~l$ Di~d bulk dellvcry. STORAGE AND SHELF UFE ~lk~ AEA-15 should bo Stored et above, 35~F (2°C) If (ro?.er~, ~haw and agll;]te conditions bc~.wecn 50°F and ;~O'F (10°C - 27°C) is I year m~nimum, F~ST AID CLEAN IJp 0~/04/~005 09~0~ 972-22~-~ LAT¥IMO~E M~T£RI~LS P~GE 0??08 Plastocrete 161 Wafer Reducing Admixfure (Type A) of A~TM C-49d Type A and AASHTO M 194 Type A. APPLICA TIOIIIS HOW IT WORKS ADVANTAGES PACKAGING (20~ liter)drums 0r~c~ bulk delivery. S TORA GE A qo SHELF-LIFE Plaslocrem 161 5houl~ be store~ at above 35~r (Z=C). ff frozen, thaw and agitate thorou~hry to return ~o normar state before DOSAGE Addition rates of ~ · 6 fl. Oz../100 lbs - 390 ~1t100 kg) of cement ere r0com- FIRSTAID CLEAN UP ASTM CERTIFICATION AST~ C-494 Type A COLOR I~rown CHLORIDES % <0.1 88/84/2885 09~85 972-22i-9647 LATTZMORE MATERIAL5 PAGE 88/88 PlaStiment Water Reducing and Retarding Admixture (Types B & D) 1/97 DESCRIPTION AS?M C-49a TyDeS B and 0 end AASHTO M194 Types ~ end D ADVANTAGES BENEFITS PACKAGING Pla$;iment ts Supplied In 55 gallon (208 IIter) drums end bulk delivery. DOSAGE (130-Z60 m~/100 kg) careen! are rec- tor, safel~ goggles and rubbe¢ gloves is FIRST A ID ASTM CERTIFICATION ASTM C,494 Types B and O COLOR YC'llow/Gree n