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ST9902-SP060120 LMC Lattimore Materials Company 1700 Redbud Blvd, Suite 200 McKinney, Texas 75069 (972) 221-4646 (main) (972) 221-9647 (fax) www.lattimorematerials.com ~__~""~~""'~ , w:"'~c i'i---"",,,-,,,,,, ..::.;',.j"~~~~' Concrete Mix Design Date. 20-Jan-06 Client: Tiseo Paving Project: West Sandy Lake Road Coppell, Texas Materials. Cement: Flyash Coarse Agg ASTM C-150, Type 1/11 ASTM C-618, Class F ASTM C 33, 1"- #4 Crushed Stone Fine Agg Admixtures ASTM C-33, Concrete Sand ASTM C 494, Type A or 0 ASTM C-260 1 Cubic Yard By Weight - SSD Use Flatwork Mix No. Strength @ 28 Days 1551 3600 Air 517 o 1850 Ibs Ibs Ibs (5.5 SK ,WR,AIR) psi Cement Coarse Aggregate Fine Aggregate Water Admixture Water Reducer 1302 255 21 Ibs Ibs ozs AEA Total Weight 3.4~ 3924 Ibs Unit Weight W/Cm Ratio Fly Ash Replacement Maximum Temperature Slump Entrained Air 145.34 pcf 049 0% 950 F 3-5 inches 3-6% Lattimore Materials Company guarantees the above mix design will achieve the specified strength when tested and evaluated in accordance with ASTM C172, C31, C39 and C94 (including proper initial curing as per ASTM C31 Section 10.1.2), and when the recommended procedures for placement and curing outlined in ACI 305 and ACI 306 are followed. In accordance with ASTM C94, Lattimore Materials Company shall receive all copies of testing reports, and they should be forwarded to our Quality Control Department (fax 972.221.9647) as soon as available. Failure to forward reports in a timely fashion can delay response time in dealing with concrete concerns as well as future project submittals. This mix design submittal, price quote, or material specific information (aggregate properties, grading, material composition, or other information regarding materials manufactured by Lattimore Materials Company) is proprietary and confidential and not to be shared or transmitted in any form to any person or organization that is not expressly authorized in writing by a designated official of Lattimore Materials Company Any unauthorized person or entity in possession of this information will be prosecuted to the fullest extent of the law Ll\;J C Field Test Data Mix No. 1551 Basis for Selection ,._--_..,.....-~_._._- - Contractor Hughs & Sons Data Updated: 01/16/06 ACI 318, Section 5.3.2.1 (5-1) Project: Wylie Junior High School Design Strength re. 3600 psi Standard Deviation. 449 psi Wylie. Texas Data Represents: 47 Tests Required Strength r cr. 4201 psi Laboratory. Hooper Engineering Avg. Slump. 5.17 A vg. Air% 5.05 Average Strength. 4620 psi Cone. 7 Dav Data 28 Dav Compressive Strenf!1;h Data 28 Day 28 Day # Date Slump Temp Air% Cyl.1 Cyl.2 7Avg. Cyl.1 Cy1.2 SetA vg A vgJ3 Range St.Dev. Run.Avg. 1 10/12/05 500 80 4.20 3770 3970 3870 5140 4920 5030 220 5030 2 10/12/05 500 80 440 4140 3950 4050 5100 5180 5140 80 78 5090 3 10/12/05 5.50 80 4.30 3740 3330 3540 4670 4570 4620 4930 100 274 4930 4 10/12/05 500 79 4.30 3750 3740 3750 4540 4650 4600 4790 110 278 4850 5 10/13/05 550 78 490 3350 3390 3370 4520 4460 4490 4570 60 289 4780 6 10/13/05 500 77 500 3450 3470 3460 4400 4500 4450 4510 100 291 4720 7 10/13/05 5.50 78 4.90 3370 3170 3270 4160 4430 4300 4410 270 310 4660 8 10/19/05 500 87 500 3540 3610 3580 4510 4640 4580 4460 130 288 4650 9 10/19/05 5.25 85 510 3390 3370 3380 4440 4430 4440 4510 10 279 4630 10 10/19/05 500 83 5.30 3120 3120 3120 3940 4050 4000 4220 110 329 4570 11 10/19/05 475 83 540 3430 3360 3400 4410 4290 4350 4260 120 319 4550 12 10/19105 4.50 86 500 3140 3520 3330 4530 4360 4450 4270 170 305 4540 13 10/19/05 500 87 510 3560 3490 3530 4450 4430 4440 4410 20 294 4530 14 10/20/05 4.50 81 5.30 3490 3510 3500 4490 4580 4540 4540 90 282 4530 15 10/20/05 500 87 500 3320 3240 3280 4260 4350 4310 4430 90 278 4520 16 10/20/05 550 83 5.50 3330 3410 3370 4250 4150 4200 4350 100 280 4500 17 10/20/05 550 83 5.20 2970 2860 2920 4000 3910 3960 4160 90 300 4460 18 10/24/05 500 67 440 4590 4640 4620 5850 5730 5790 4650 120 427 4540 19 10/24/05 5.50 68 440 4170 4330 4250 5100 4730 4920 4890 370 424 4560 20 10/24/05 5.50 67 4.30 3560 3360 3460 4520 4640 4580 5100 120 413 4560 21 10/24/05 5.25 68 440 3300 3520 3410 4390 4110 4250 4580 280 408 4540 22 10/26/05 500 69 4.80 4040 4070 4060 5490 5170 5330 4720 320 432 4580 23 10/26/05 5.50 68 450 3260 3280 3270 4480 4500 4490 4690 20 423 4580 24 10/26/05 5.50 68 460 3600 3420 3510 4280 4090 4190 4670 190 421 4560 25 10/26/05 575 69 440 3140 3200 3170 3750 4140 3950 4070 390 430 4540 26 11103/05 5.25 65 5.30 3690 3470 3580 4250 4140 4200 4200 110 426 4520 27 11/04/05 400 74 370 3630 3630 4740 5160 4950 4580 420 426 4540 28 11117/05 4.50 57 460 3790 3870 3830 5120 5290 5210 5080 170 437 4560 29 11/17/05 600 58 4.30 3520 3580 3550 4790 4810 4800 4990 20 431 4570 30 11117/05 500 60 4.50 3950 3920 3940 5010 4950 4980 5000 60 430 4580 31 11117/05 475 61 440 4060 4040 4050 5080 5080 5080 4950 0 432 4600 32 11/17/05 5.50 60 450 3760 3720 3740 5010 4860 4940 5000 150 429 4610 33 11/21/05 475 57 5 10 4360 4120 4240 5230 5380 5310 5110 150 440 4630 34 11/21/05 500 55 5.30 3570 3570 3570 4820 4890 4860 5040 70 435 4640 35 11/21/05 5.25 55 490 3580 3540 3560 4680 4790 4740 4970 110 429 4640 36 11121105 500 55 510 3460 3470 3470 4440 4350 4400 4670 90 424 4640 37 11/23/05 5.25 62 5.30 4420 4220 4320 5590 5310 5450 4860 280 439 4660 38 11/23/05 475 62 5.50 4050 4010 4030 5350 5070 5210 5020 280 443 4670 39 11/23/05 4.50 62 5 10 4130 4120 4130 5130 4970 5050 5240 160 441 4680 40 11/23/05 500 60 5 10 3640 3800 3720 4690 4630 4660 4970 60 435 4680 41 11/30/05 475 55 5.50 3630 3750 3690 4620 4760 4690 4800 140 430 4680 42 11130/05 5.25 55 560 3240 3230 3240 4290 3980 4140 4500 310 433 4670 1551 - Wylie Junior High.xls LMC Field Test Data Mix No. 1551 Basis for Selection ----_._~- Contractor: Hughs & Sons Data Updated: 01116/06 ACI 318, Section 5.3.2.1 (5-1) Project: Wylie Junior High School Design Strength fr: 3600 psi Standard Deviation: 449 psi Wylie, Texas Data Represents: 47 Tests Required Strength f cr' 4201 psi Laboratory' Hooper Engineering Avg. Slump. 5.17 A vg. Air% 5.05 A verage Strength, 4620 psi Cone. 7 Dav Data 28 Dav Compressive Stren2th Data 28 Day 28 Day # Date Slump Temp Air% Cyl.1 Cy1.2 7Avg. Cyl.l Cy1.2 SetA vg A vg.l3 Range St.Dev. Run.A vg. 43 11/30/05 475 62 4.90 3950 3870 3910 4730 4670 4700 4510 60 427 4670 44 12/02/05 5.50 51 580 2950 2900 2930 3790 3780 3790 4210 10 443 4650 45 12/02/05 5.25 55 570 3480 3390 3440 4300 4370 4340 4280 70 440 4640 46 12/02/05 5.50 55 540 3480 3390 3440 4500 4470 4496 4210 30 436 4640 47 12/02/05 475 55 4.90 3040 3080 3060 3820 3740 3780 4200 80 449 4620