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Park West CC(02-2)-CS050802 817 4in 8824 4.8K T~:I ['.~,L LTD ~.- ....:- -~- ----~ 540 CQh([I~EKSE souTihP2'I: TS>3~S 760 FAX COX,~R S~ET RO~ (§17) 410-g024 86/02/20a5 14:28 TEl £),a,L 972-222-g647 PAGE 82/08 LMC ProJect~ Materials: Coppell. Texas Flyash: ^STM C-6~8. Class F Fifle Agg,: ASTM 0-33. Concrele Sand Admixtures; ASTiVl C 494, Type A or D Mix No. 1261 ($$~( Strength ~ ZS Days 3000 psi Air Cement 470 lbs 0 lbs Coaese Aggcegat~ 18S0 lbs Fine Agg~gate 1354 lbs Water 250 lbs Admix~ Water ReOucer 19 ozs AE~A .3.1 ozs Total Weight 3924 lbs Unit Weight 145.34 pc'f WlCm Ratio 0.53 Fly A.gh Replacement 0% 8lump 5.5 Inche~ ~nttatned Air Latlimore MatcrJaLs Company (9'~2) 221-~64~ - (~72) 569-4646 [:',qL LTB 97~ ~z~ 964, LATT1MORE I~ATERIALS PAGE 83/88 --LMC Field Test Data I Mix No. Centractor: R0gers*O'Brien Con.~truclion Data Updated: Project M n.0ey glementary School Design Strength Laboratory.: HI'C Engineering Avl~. Slump: 539 Conc. ? Day Data 28 Day Slum CyL1 Cyl. Z 7Avg. C~.1,, I 02/03104 $.00 52 3330 3180 3260 4850 2 02/04/04 6,00 49 2620 2600 2610 3410 3 02/09104 5.75 54 3610 3780 3700 5340 4 02/10/04 5,50 64 2720 2760 2740 434O 5 02/17104 5.50 65 2800 2650 2730 4910 6 0~18t04 6.00 60 2100 22090 2100 4150 7 02/19104 5.00 74 2700 2800 2750 4260 8 02/20/04 6.00 77 2570 2590 2580 4130 9 02121/04 6.00 71 2490 2430 2460 3890 10 02/23/04 5.50 64 2990 2950 2970 4650 11 03106104 6.00 63 3350 3160 3260 4280 t2 03110104 5.00 78 3400 3020 3210 4280 13 03/12104 5.50 74 3620 3400 3510 4960 I4 03/19/04 6,00 73 2760 2800 2780 4420 !5 03/25/04 5.00 75 3040 3290 3170 4300 16 05/12104 5,00 83 3400 3290 3350 4380 77 05/20/04 5,00 88 3080 3150 3120 4450 15 05/24104 5.00 81 3100 3100 3100 4140 19 06/15/04 4.50 88 3280 3280 3280 4760 20 06/19/04 5.00 84 3560 3490 3530 4570 21 06/24/04 5.00 93 3920 3990 3960 4660 1216 Basis for Selection ' 08102/05 ACI 318~ Sectioll 5.3.2.1 (~-11 3000 psi Modified Be,Aafion: 437 p~l Average Stre.gth: 4450 psi Com~rasslve Strenet§Data 28Da}' 28Day Cyl.2 Set~v~ Avg./3 Range SLDev, Run.Avg. 4980 4920 130 4920 3550 3480 140 1018 4200 5440 5390 4600 I00 995 4600 4320 4330 4400 20 823 4530 4790 4850 4850 120 727 4590 4060 4110 4430 90 680 4510 4340 4300 4420 80 626 4480 4050 4090 4170 80 596 4430 4280 4090 4160 390 569 4400 4570 4610 4260 80 541 4420 4240 4260 4320 40 515 4400 4350 4320 4400 70 492 4400 5200 5080 4550 240 ~08 4450 4550 4490 4630 130 488 4450 4340 4320 4630 40 471 4440 4540 4460 4420 I60 455 4440 4470 4460 4410 20 441 4440 4080 4110 4340 60 435 4430 4690 4730 4430 70 428 4440 4210 4390 44!0 360 417 4440 4550 4610 4580 110 408 4450 LATTI~OR~ I~ATERTAL$ PAGE 0~/08 Date Sampled: 30-.M._a.y-2005 Lattimore Materials Company 4700 Redbud Blvd, Sutie 200 McKinney, Texas 75069 972-221-4646 (main) 972-221-9647 (fax) www.lattimorematerials.com Gradation Analysis for #57 Coarse Aggregate J ASTM C29, C.33, cl17, c127 & D75 I Sample: 1" ~#4 Date ran: 1-Jun-2005 Source: Bridgeport Total dry wt: ,, 57.76 lbs, Location: Load Out t-112" 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 t8.3% 81.7% 1/2" 0.500 25.68 44.50/0 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% to.5% pAN - 1 oo % 90% 80% 70% 60% 50% 40% 30% 20% 10% 0% 0010 0.100 1,000 10.000 Sieve Size (in.} Absorbtion: 0,72% Decant: 0.33% Specific Gravity: 2,68 Dry Loose Unit Wt: 92.25 Dry Rodded Unit Wt: 100.77 I biff= u~/oz,=O~o i~:18 972.221-96~7 LATT I~,'~ORE iqAq'ERiAL5 PAGE Date Sampled: Lattimore Materials Company 1700 Redbud Blvd, Sutie 200 McKinney, Texas 75069 972~221~4646 (main) 972-221-9647 (fax) www.latfimorematerials.com Gradation Analysis for Fine Aggregates ~ ASTM C29, C33, Cl17, C128 & 075 I 30-May-2005 Sample: Spec Date ran: 1-Jun-2005 Source: Denton Total dry wt: 744.2 grams Location: Current Sieve SlZe~ir~. ~Nt,'Ret~ %Ret. %.pas~:= :Lim]~' · 42t.: 3/8" 0.375 0.0 0.0% 100.0% 100% 0% 1/4" 0.250 5.1 0.7% 99,3% - #4 0,188 21.5 2.9% 97.1% 95% to 100% 0% to 5% #8 0.094 123.6 t6.6% 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% 48,7% - ' #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.: Sand Eq.: Specific Gravity: Dry Loose Unit Wt: Dry Rodded Unit Wt: Absorbtion: 1 12,01 I b/ft3 0.77% ~ ~'i~ T'.'Z ::: Xi TI:,I ISAL LTl) ~8/E~2/26~5 14:18 ~72-221-S~47 LA]~ )~ ~ORE HATERIALS P~GE $ika ® AEA-15 Air Entraining Admixture 1 11~9 DOSAGE PACICAGIING liter) drums and bul~ delivery. ~f NIOSHIMSHA agprove~ resplralor. sefoty goggles and rubber gloves ~s r~c- FIRST AID COLOR Brown pH > B 85/82/2665 la:lB 972-221 9647 PAGE 67/88 Plastocrete® 161 Water Reducing Admixture (Type A) ~ENEFtT$ MIXING CERTIFICATION ASTM C.49a Typc A SP£CfFIC GRAVITY g/mi 1.17 ~ 0.05 ~8/02/2~05 14:15 L~TT~HO~E MhTER~&LS PAGE 08/88 Plastiment Water Reducing a~d Retarding Admixture ~Types B & D) 1/97 DESCRIPTION BEN£FfTS PACKAGING C,L~_AN UP