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Peninsulas-LR 950607 (2)
06/07/1995 09:55 214-221 '.82 LATTIMORE MAT[ ALS PAGE 02 LATTIMORE MATERIALS COMPANY " P.O. BOX 5S~ Mc, KINNEY. TEXAS 75070-0556 (214) 569-4646 (214)-221-4648 - Client: XIT Paving Date 07-Jun-95 Project: Penninsula of Coppell Materials: Cement: Type 1, ASTM C-150, Texas-LeHigh Cement Flyash: Class C ASTM C-618,Monex Coarse Agg.:. ASTM C-33,1"- ~ Lattimore CnJshed Stone Fine Age.: ASTM C-33, Laffimore Concrete Sand Admixtures: ASTM C-494, Sika ASTM C-260, Sika 1 Cubtc Yard By Weight - SSD Mix No. 38 42 Strength ~} 28 Days 3000 6 Sack Air Air Cement, lbs" 470 564 Fly Ash, lbs 0 0 C. Agg., lbs 1850 1850 Sand. lbs 1437 1332 Wate~', lbs 227 237 W/R, Oz 18.8 22.6 A__EA, oz ~ 3.7 Total Weight 3984 3983 Unit Wt, #/CF 147.56 147.52 W/C Ratio, # 0.48 0.42 Fly Ash, % 0 0 Maximum Temp, deg. 95 95 Max. Slump, Inches 3 5 AJt, % entrained 3-5 3-5 * Admixture dosage subject to adjustment as needed (ASTM C-94, Note 7) *' Air content per recommendations of ASTM C-94.7 (Table 3) Lattimore Ready Mix guan~ntees the above mix design will achieve the specified strength when tested and evaluated in accordance with ASTM C-172, C-31, C-39 and C-94 and when the recommended procedures for placement and curing outlined in ACI 3051306 are followed. .06/07/1995 89:55 214-227 t82 LATTIMORE MAT; ALS PAGE 83 LATTIMORE MATERIALS COMPANY " P.O. BOX 558 Mc, KINNEY, TEXAS 75070.0556 (214) 569-4848 (214)-221-4646 .. CONTRACTOR: HILL&WILKINSON, INC. MIX NO.: 42 LABORATORY: HBC PROJECT: PRESTON/PARKER CROSSING-PIANO DESIGN STRENGTH: 4000 7-28 pate $1um~_~p_ ._Air Tem_p___~ Day 7 _Day Avg. 28 Day 28 Day Avg. A_vgJ3 Range ..G..a. Ln..' 2 18,Nov-g4 3.75 5.0 89 4970 4810 4890 5980 5450 5730 5490 500 1.17 3 18-Nov-g4 4.00 5.0 68 4710 4690 4700 5580 5980 5780 5587 400 1.23 4 01-Dec-94 600 65 4550 45t0 4530 5580 5880 5730 5747 300 1.26 5 01-Dec,94 4.00 71 5860 5400 5630 6620 6800 6710 6073 180 1.19 6 12-Dec-94 6.00 5.7 67 4160 3890 4025 5800 5140 5470 5970 660 1.36 7 '13-Dec-94 4.00 4.8 60 4940 4940 6070 5840 5955 6045 230 1.21 8 14~Dec-94 5.00 81 5060 4830 4945 6220 6170 6195 5873 50 1.25 g 16-Dec-g4 5.50 58 3900 3490 3095 4480 4480 4480 5543 0 1.21 10 21-Dec-94 5.00 4.7 55 3280 3320 3300 4360 4130 4245 4973 230 1.29 11 21-Dec-94 5.00 4.5 55 3630 3620 3825 4900 4490 4695 4473 410 1.30 12 21-Jan-g5 4.50 5.5 58 4750 4680 4715 5750 5850 5800 4913 100 1.23 13 21-,Jan-g5 4.00 4.3 55 4990 5040 5015 6020 6000 6010 5502 20 1.20 14 21-Jan-95 4.50 4.3 58 4440 4550 4495 5450 5530 5490 5767 80 1.22 15 30-Jan-g5 5.00 3.8 48 4260 4280 4270 4800 5490 5175 5558 630 1.21 16 30-Jan-95 5.00 50 4160 4200 4180 5620 5650 5635 5433 30 1.35 17 02-Feb-g5 4.75 4.5 64 3820 3900 3860 5340 4900 5120 5310 440 1.33 18 02.Feb-g5 $.00 4.3 82 3960 4050 4005 5180 4990 5085 5280 190 1,27 19 06-Feb.95 ,5,00 5.0 57 4280 4380 4330 5370 5450 5410 5205 80 1.25 20 06-Feb-g5 5.25 6.5 56 3660 3590 3625 5180 5320 5250 5248 140 1.45 21 06.Feb,9$ 5.25 5.3 59 3790 3720 3755 4890 5010 4950 5203 120 1,32 22 23 4.76 4.g 60 4333 5436 241 1.20 STD. DEV. MOD. DEV. 581 ACI 318-5.3.1.2 REQUIREMENTS: 621 (5.1) f'cr = I"c + 1.34a 4833 (5.2) f'cr -- l'c + 2.33s - 500 4948 -86/87/1995 89:55 214-221 .82 LATTIMORE MATE. _ALS PAGE 84 LATTIMORE MATERIALS COMPANY P.O. BOX 556 McKINNEY, TEXAS 75070.0558 (214) 569-4646 (214)-221-4646 CONTRACTOR; CD HENDERSON MIX NO.: 38 LABORATORY: HUNTINGDON PROJECT: GATEWAY EAST, BLI;)Q #2 DESII3N STRENGTH; 3000 STRUCTURE ROOFING AND PAVING Oonc~te 7-28 Date Slump % Air Temp T Da~ 7' Day A~. 211 Day 2114~ Avg. Ava.fa Ranae -1 18-J~)-94 '5.00 - 93 3320 3320 4140 411S " 50' '~.24 2 18-Jul-94 4.~0 90 3060 3060 3740 3670 3705 70 1.21 3 22-Jul-94 4.75 84 3310 331n 4450 4400 4425 4082 50 1.34 4 22-Ju1-94 5,00 87 3320 3320 3770 3620 3695 3942 150 t. 11 § 29-Ju1-94 a.O0 85 4240 4240 4970 4990 4980 4367 20 1,t 7 6 29-Jul-94 S.00 eS 3190 3190 400O 3780 3890 4188 22O ~.22 7 29-Jul-94 5.00 87 2740 2740 3880 3650 3665 4178 30 ~ ,34 8 12-Sep-94 5.00 84 3590 3,590 48~3 4600 4625 4060 50 1.29 9 12-,Sep-94 5.00 85 3690 3690 4770 4760 476~ 4352 10 1 10 12-~ep-94 4,75 · 86 33~X) 3300 4420 4090 4255 4548 3,,30 1.29 11 12-,Sep,.94 5.00 86 3230 3230 4110 4200 415'5 4392 90 12 20-,Sep-94 4.00 81 4t30 4130 4810 4840 4825 4412 30 1.17 13 20-Sep-94 5.00 78 4230 4230 4930 4910 4920 4833 20 1.t~) 14 20-Sep-94 S.00 79 3880 3880 5110 5020 5065 4937 90 1.31 1~ 20-5e1>94 5.0o 84 3410 3410 4060 3960 4010 4665 100 1,18 16 20-$e1>94 5.00 8o 3340 3340 44,30 4560 4495 4523 130 1,35 17 20-$ep-,94 5.00 85 4060 4060 4540 4820 4880 4395 280 1.15 18 20-,.~ep-94 ,~.00 88 4150 4150 4350 454o 4445 4~40 190 107 19 20-$ep-94 5.00 89 3430 $430 4430 4240 4335 4487 190 I 20 20,~,ep~g4 5,00 89 379o 3790 4120 4040 4080 4287 80 1.08 21 23-$ep.94 4.75 70 4150 4150 4970 49~;~0 4960 44 e-~ 20 1.20 22 23-~ep-94 5.00 74 3610 3~10 4930 4880 4905 4648 50 1. 23 23-$ep,94 4.0O 77 4750 4750 5860 5840 5850 5238 20 1.23 24 23-Sep-94 4.25 2760 2760 3720 3860 37~0 4848 140 1.37 25 04-Oct-94 4.50 88 3320 3320 5000 4850 4925 4855 150 1 26 04-Oc{-94 5,00 88 3320 3320 5140 5110 5125 46t3 30 1.54 27 06-Dec-94 5.2,5 4.7 65 4240 4240 5090 5150 5120 5057 60 1.21 28 06-Deo-94 5.50 5.5 67 4350 4350 5310 5310 5310 5185 0 1.22 29 06-Dec-94 5.50 6.D ?0 3900 3900 4600 4750 4875 5035 150 1.20 30 0~,Dec-94 6.00 5.3 70 4040 4040 5100 5040 5070 5018 I~0 1,25 31 06-Dec-94 5.50 50 73 4200 4200 4960 5010 4985 4910 50 1.19 32 07-Dec-94 5.50 6.0 62 4840 4840 S220 5070 5145 5067 150 1.06 33 07-Dec-g4 5.,~0 5,8 ~)3 4740 4740 5600 5270 5435 ,5188 330 1.15 34 07-Dcm-g4 5.75 6.2 83 4400 4400 48,,~ 4870 4860 5147 20 1,10 35 14-Dee-94 4.50 4.8 55 4840 4840 5650 5630 E4~IO 5312 20 1.17 36 14-Dee-94 4.75 4.~ 40 4860 4680 5200 5250 5225 5242 50 1.12 37 14-Dec-94 4.75 4.~ ,56 4~20 4520 50¢J0 ,~330 5060 5308 (~0 1.12 38 ~4-Dec-94 5.0O 4.{) 57 4380 4380 4890 4870 4880 ~355 20 1.11 39 20-Dec,94 5.00 4.8 58 4280 4280 5190 5050 5120 5020 140 1.20 40 2G-Dec-g4 4.75 4.5 60 3820 3820 4510 4600 4,555 4852 90 1.19 41 20-De~-94 5.00 5.0 62 3880 3880 4620 4,q,00 4560 4?45 120 1.18 42 20-Dec-94 4,7'5 5.4 64 4210 4210 5460 5470 5465 4860 10 1.30 43 20-Eh;m-94 5.00 5.2 65 4260 4260 4860 50~:) 4945 4990 170 1.16 44 20- Dee,-94 4.75 5.2 66 4210 4210 5070 4910 4990 5133 160 1.19 45 20-Dec-94 5,00 .5.4 62 4450 4450 5310 5110 5210 5048 200 1.17 48 22-De<:.94 5.00 5.0 58 3870 3870 5t30 4910 ,~O20 5073 2~.0 1.30 47 22-Dee-g4 4.75' 4.5 60 3960 39e0 5100 5080 5090 5107 20 1.29 4S 22-Dec.94 · 5.00 5.O 56 4010 4010 498o 5030 5oo5 5038 50 1.25 49 22-Dec..94 §.00 5.0 50 3370 3370 !~130 5010 5070 5055 12o 1 5o 22-Dec.94 5.00 5.2 60 4;5o 4150 5490 5500 5495 5190 lO 1.32 51 22-Dec-94 5.00 5,0 64 4070 4070 5580 5330 5455 5340 250 '1.34 52 23-Dec~94 4.50 .5.2 62 4690 4690 6130 I~390 6110 5687 40 1.30 53 27-Dec.94 5.00 5.:) 64 4140 4140 5120 5140 5130 5565 20 1.24 54 11-Jan-9~i 5.00 5.0 64 4270 4270 4800 4950 4875 5372 150 1.14 55 11 -Jan-95 4.7~ 5.2 64 4340 434(] 5120 ,6300 5210 5072 1 BO 1.20 56 16-Jan-95 2.00 ,58 4880 4880 5760 5740 5750 5278 20 1.18 4.88 5.1 72 3~52 4842 99 1,23 STD. DEV. ACI 318-5.3.1.2 REQUIREMENTS; (5.1) f'¢r · f'o + 1.34e 37;38 (5.2) rcr = rc ~, 2.33a - .500 3784 86/87/1995 09:55 214-22: t82 LATTIMORE MAT~ _ALS PAGE 05 Professional Service Industries, Inc. ...... REPORT OF AGGREGATE TESTS ?£srEo FOR: Attn; Curtis lee PRO, CT., Miscellaneous Testing Lattimore Materials P.O. Box 666 McKinney, Texas 75070-0566 DATE: Apr// 10, 1995 .. OU~REPORrlVO.; 351-40064-9 REMARKS: ~ ~ As requested, Professional Service Industries, Inc. (PS/) performed requested testing on an as- received sample of coarse aggregate. The specific test results were as follows: Materiah 1" Crushed Limestone ' ASTM. C33 # NCTCOG Gra(tet/on Test Re~,uit$ Results Total Passing I I/2" sieve 100 100 95-100 Total Passing ! "sieve 99 95-100 - Total Passing 3/4" sieve 76 - 60-90 Total Passing 1/2" s/eve 43 25-60 25-60 Total Passing 3/8" sieve 25 - Total Passing #4 sieve 3 O- 10 0-5 Total Passing #8 sieve 0 0-5 . Total Passing 8200 (washed) sieve .1 1.0 max Absorption [percent) 2.329 Bulk Specific Gravity (SSD) 2.583 Unit Weight fibs/f t3) Rodded (S. $, D. 1 103 Loose (S. S.D.) 95 * Requirements for size number 57- lin to No. 4. Respectfully submitted, PROFESSIONAL SERVICE INDUSTRIES 1209 Avenue "N'. Suile 4 * Piano. TX 75074 . Phone: 214P&78-160~ Fax: 214-424-~1935