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Prologis 5A/5B-SB180131 (3)
x Matthew Gardner 01/30/2018Date: Lattimore Materials Corp. 15900 DOOLEY ROAD ADDISON TX 75001 (972) 221-4646 (main) (972) 221-9647 (fax) Client: MATT SHEPHERD PAVECON COMMERCIAL CONCRETE Project: Attention: PROLOGIS PARK 121 5A & 5B - COPPELL COPPELL, TEXASLocation: AirSlumpf 'cMix NumberUsage w/c+p 5233.PAVING WITH CURB 3500 3.00 - 5.00" 0.50 3.0 - 6.0% 5177.SIDEWALKS & MISC. SITE ITEMS 3000 3.00 - 5.00" 0.51 3.0 - 6.0% 5150.PIERS 3000 3.00 - 5.00" 0.53 0.0 - 3.0% 5177.PIER CAPS, GRADE BEAMS & DOCK WALLS 3000 3.00 - 5.00" 0.51 3.0 - 6.0% 1600.SLAB ON GRADE & TILT WALL PANELS 4000 3.00 - 5.00" 0.50 0.0 - 3.0% LMC has no knowledge or authority regarding where this mixture is to be placed, therefore it is the direct responsibility of the Purchaser, the design architect or design engineer, and or contractor to insure that the above designed mixture parameters for compressive strength, mixture proportions or ratios, and other required performance parameters are appropriate for the anticipated environmental, durability, or usage conditions in ACI 318 Chapter 4 and/or the relevant local building codes. LMC warrants the supplied ready-mix concrete mixture designs which LMC guarantees will achieve the specified compressive strength, or other performance properties of the concrete stated in the Contract Documents, as were made available at the time of quotation, when tested and evaluated in accordance with ASTM C172-99, ASTM C31/C31M-03a (including proper initial curing as per Section 10.1.2), ASTM C39/C39M-01, ASTM C94/C94M-07, or other standard test methods indicated in the Contract Documents that were necessary to verify the additional performance properties of the concrete, and when the recommended procedures for placement and curing of the in-place concrete, or those specifically outlined in ACI 305R-99 and ACI 306R-88 are followed, if and when necessary. In accordance with ASTM C94/C94M-07 Section 4.6, Lattimore Materials Corp shall receive all copies of testing reports, and they should be forwarded to our Quality Control Department (mixdesign@aggregate-us.com) 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 Corp) 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 Corp. Any unauthorized person or entity in possession of this information will be prosecuted to the fullest extent of the law. Material certifications for concrete constituents are representative of current material sources. If, in the event of limited material availability, substitution of a similar performing material may be required. Such materials will meet the appropriate ASTM requirements as stated in this package. In order to maintain the required mix volume (yield), LMC reserves the right to adjust absolute weight of aggregates to accommodate specific gravity changes. LMC mix designs requiring air-entrainment are produced in accordance wiht ASTM C 94 Section 8.2, which allows for a tolerance of 1.5% above and below the target, and is stated as follows: ASTM C94/C94M - 13a 8.2 The air content of air-entrained concrete when sampled from the transportation unit at the point of discharge shall be within a tolerance of +/- 1.5 of the specified value. 1992 - 2018 Digital Site Systems, Inc.Page 1 SMQuadrel iService Please send all break reports to: mixdesign@aggregate-us.com Brandi Howell Technical Services Coordinator Lattimore Materials Corp. 15900 Dooley Road Addison, Texas 75001 Office: 972-221-5454 1992 - 2018 Digital Site Systems, Inc.Page 2 SMQuadrel iService Client: Project: PAVECON COMMERCIAL CONCRETE Concrete Mix Design Date:01/30/2018 Lattimore Materials Corp. 15900 DOOLEY ROAD ADDISON TX 75001 (972) 221-4646 (main) (972) 221-9647 (fax) PROLOGIS PARK 121 5A & 5B - COPPELL COPPELL, TEXAS Mix Number: 5233. Strength @ 28 Days: 3500 psi 1.0 Cubic Yard by Weight - SSD PAVING WITH CURBUsage: SSD WeightsMaterials: 395Cement lbsASTM C-150 Type I/II 99Fly Ash lbsASTM C-618 Class C or F 1666Coarse Aggregate lbsASTM C-33 1"-#4 Crushed Stone 1447Fine Aggregate lbsASTM C-33 Concrete Sand 249Water lbsASTM C-94 Water Admixture ASTM C-260 Air-Entraining Admix As Required Admixture ASTM C-494 Type A/D WR 2.0 to 6.0 oz/cwt CM Admixture ASTM C-494 Type B/D RET As Required Total Weight: Unit Weight: 142.80 pcf lbs w/cm Ratio: Slump: 0.50 3.00 - 5.00 inches Fly Ash Replacement: 3.0 - 6.0 %Air Content: 20.0 % 3857 Comments: The cementitious content of the mix design is stated as a minimum and Lattimore Materials Corp. reserves the right to increase cementitious content if needed. Chemical admixtures are added in accordance with the manufacturer's recommendations. Lattimore Materials Corp. reserves the right to adjust dosages or change admixtures when required. 1992 - 2018 Digital Site Systems, Inc.Page 3 SMQuadrel iService Date:1/30/2018 # of Occ. Histogram for 28 Day Strength %/PSI Mix Name: 5233. PSI PSI USUnits : Strength and Strength Fit vs Maturity Statistical Compressive Strength History PSIMaturity Days 95% of tests lie above cross-hatched area STRENGTH SUMMARY, Compression Either 4" x 8" Or 6" x 12" Strengths No. Of Avg Avg Avg 3 Avg 7 Avg 28 Std ACI318 Tests Slump Air Day Day Day Dev Req'd ------------------------------------------------------------------------------ 30 4.47 4.21 3340 4660 390 4020 DETAILED STRENGTH, Compression Either 4" x 8" Or 6" x 12" Batch Date Slump Spread Air Strengths Acc Age Number 3 Day 7 Day 28 Day Run Avg 3 ------------------------------------------------------------------------------ 63201883 3/23/2016 4.75 4.00 3310 4620 62994917 4/5/2016 4.75 3.20 3940 4080 63204358 4/25/2016 4.00 3.20 3100 4000 4230 64405120 4/26/2016 3.75 3.10 3180 4180 4090 64406045 5/6/2016 4.00 2.30 3480 4810 4330 64406051 5/6/2016 3.25 3.40 2920 4300 4430 64406039 5/6/2016 4.50 3.60 3320 4460 4520 63726439 1/25/2017 4.00 5.10 3740 5050 4600 63726458 1/25/2017 4.25 4.80 3530 4990 4830 63726462 1/25/2017 3.00 5.40 3630 4960 5000 63726478 1/25/2017 3.50 3.90 3680 5420 5120 62847392 2/8/2017 5.00 4.50 2920 4620 5000 63727093 2/8/2017 5.00 4.80 3070 4390 4810 63727085 2/8/2017 5.25 5.00 3760 5140 4720 64426912 2/13/2017 4.75 4.30 3520 5070 4870 63727258 2/13/2017 5.00 4.10 3260 4830 5010 63727248 2/13/2017 4.50 3.80 3310 4740 4880 63727272 2/13/2017 5.00 5.10 3040 4090 4560 64429336 3/14/2017 6.25 4.30 3130 4800 4550 64429372 3/14/2017 6.50 4.60 3090 4510 4470 1992 - 2018 Digital Site Systems, Inc.Page 4 SMQuadrel iService DETAILED STRENGTH, Compression Either 4" x 8" Or 6" x 12" ------------------------------------------------------------------------------ Number 3 Day 7 Day 28 Day Run Avg 3 Batch Date Slump Spread Air Strengths Acc Age 64429397 3/14/2017 5.25 4.90 2410 3800 4370 64429315 3/14/2017 5.75 3.70 3660 5000 4430 63012890 4/12/2017 4.50 4.00 2920 4570 4450 63012912 4/12/2017 4.00 4.90 3410 5030 4870 76837366 4/12/2017 4.50 5.10 3300 4950 4850 76837352 4/12/2017 3.50 4.70 3690 4950 4980 76837452 4/14/2017 3.50 3.80 3020 4320 4740 63729936 4/14/2017 4.00 4.20 3810 5010 4760 63729959 4/14/2017 4.00 4.10 3320 4350 4560 63729927 4/14/2017 4.00 4.30 3880 4770 4710 1992 - 2018 Digital Site Systems, Inc.Page 5 SMQuadrel iService Client: Project: PAVECON COMMERCIAL CONCRETE Concrete Mix Design Date:01/30/2018 Lattimore Materials Corp. 15900 DOOLEY ROAD ADDISON TX 75001 (972) 221-4646 (main) (972) 221-9647 (fax) PROLOGIS PARK 121 5A & 5B - COPPELL COPPELL, TEXAS Mix Number: 5177. Strength @ 28 Days: 3000 psi 1.0 Cubic Yard by Weight - SSD SIDEWALKS & MISC. SITE ITEMSUsage: SSD WeightsMaterials: 376Cement lbsASTM C-150 Type I/II 94Fly Ash lbsASTM C-618 Class C or F 1666Coarse Aggregate lbsASTM C-33 1"-#4 Crushed Stone 1486Fine Aggregate lbsASTM C-33 Concrete Sand 242Water lbsASTM C-94 Water Admixture ASTM C-260 Air-Entraining Admix As Required Admixture ASTM C-494 Type A/D WR 2.0 to 6.0 oz/cwt CM Admixture ASTM C-494 Type B/D RET As Required Total Weight: Unit Weight: 143.11 pcf lbs w/cm Ratio: Slump: 0.51 3.00 - 5.00 inches Fly Ash Replacement: 3.0 - 6.0 %Air Content: 20.0 % 3866 Comments: The cementitious content of the mix design is stated as a minimum and Lattimore Materials Corp. reserves the right to increase cementitious content if needed. Chemical admixtures are added in accordance with the manufacturer's recommendations. Lattimore Materials Corp. reserves the right to adjust dosages or change admixtures when required. 1992 - 2018 Digital Site Systems, Inc.Page 6 SMQuadrel iService Date:1/30/2018 # of Occ. Histogram for 28 Day Strength %/PSI Mix Name: 5177. PSI PSI USUnits : Strength and Strength Fit vs Maturity Statistical Compressive Strength History PSIMaturity Days 95% of tests lie above cross-hatched area STRENGTH SUMMARY, Compression Either 4" x 8" Or 6" x 12" Strengths No. Of Avg Avg Avg 3 Avg 7 Avg 28 Std ACI318 Tests Slump Air Day Day Day Dev Req'd ------------------------------------------------------------------------------ 30 4.58 4.18 1620 3120 4300 410 3550 DETAILED STRENGTH, Compression Either 4" x 8" Or 6" x 12" Batch Date Slump Spread Air Strengths Acc Age Number 3 Day 7 Day 28 Day Run Avg 3 ------------------------------------------------------------------------------ 63342938 9/21/2017 4.50 3.50 2250 3810 63020684 9/25/2017 4.00 5.00 3280 4340 76843458 9/25/2017 4.50 4.00 2730 3710 3950 62573837 9/26/2017 5.00 4.50 3420 4770 4270 62573764 9/26/2017 5.00 3.50 2680 4060 4180 62574199 10/4/2017 5.00 4.50 2510 3740 4190 83103524 10/4/2017 4.00 4.70 3870 3970 3920 63020952 10/5/2017 4.25 5.50 2950 3970 3890 63021064 10/9/2017 5.00 4.00 2590 3530 3820 83103968 10/9/2017 5.00 4.00 3110 4240 3910 63021214 10/11/2017 4.50 4.90 3420 4800 4190 62575344 10/20/2017 4.50 3.60 3910 4860 4630 62576094 10/30/2017 5.00 4.50 3090 4490 4720 63345478 11/1/2017 4.00 3.90 3150 4070 4470 63345467 11/1/2017 3.50 3.60 3110 3980 4180 63586701 11/7/2017 6.00 3.30 3770 4910 4320 63022380 11/14/2017 5.00 4.50 2860 4150 4350 63022389 11/14/2017 5.00 4.00 3030 4550 4540 63022399 11/14/2017 5.00 4.00 2400 3680 4130 63022411 11/14/2017 4.50 3.75 3280 4890 4370 1992 - 2018 Digital Site Systems, Inc.Page 7 SMQuadrel iService DETAILED STRENGTH, Compression Either 4" x 8" Or 6" x 12" ------------------------------------------------------------------------------ Number 3 Day 7 Day 28 Day Run Avg 3 Batch Date Slump Spread Air Strengths Acc Age 74149576 11/14/2017 5.00 5.00 2620 4090 4220 63346219 11/15/2017 4.25 3.20 3080 4070 4350 63346211 11/15/2017 5.00 3.50 3370 4450 4210 63413778 11/15/2017 5.00 3.50 3070 4300 4280 83107302 11/16/2017 3.50 4.50 3180 4310 4350 64448042 11/17/2017 3.50 3.50 3780 4630 4410 83107538 11/20/2017 3.50 3.25 3740 4600 4510 74149842 11/22/2017 5.50 5.10 3150 4950 4730 83109542 12/15/2017 4.00 5.00 3100 4620 4720 64047531 12/15/2017 5.00 5.50 1620 3110 4570 4710 1992 - 2018 Digital Site Systems, Inc.Page 8 SMQuadrel iService Client: Project: PAVECON COMMERCIAL CONCRETE Concrete Mix Design Date:01/30/2018 Lattimore Materials Corp. 15900 DOOLEY ROAD ADDISON TX 75001 (972) 221-4646 (main) (972) 221-9647 (fax) PROLOGIS PARK 121 5A & 5B - COPPELL COPPELL, TEXAS Mix Number: 5150. Strength @ 28 Days: 3000 psi 1.0 Cubic Yard by Weight - SSD PIERSUsage: SSD WeightsMaterials: 376Cement lbsASTM C-150 Type I/II 94Fly Ash lbsASTM C-618 Class C or F 1666Coarse Aggregate lbsASTM C-33 1"-#4 Crushed Stone 1551Fine Aggregate lbsASTM C-33 Concrete Sand 251Water lbsASTM C-94 Water Admixture ASTM C-494 Type A/D WR 2.0 to 6.0 oz/cwt CM Admixture ASTM C-494 Type B/D RET As Required Total Weight: Unit Weight: 145.84 pcf lbs w/cm Ratio: Slump: 0.53 3.00 - 5.00 inches Fly Ash Replacement: 0.0 - 3.0 %Air Content: 20.0 % 3939 Comments: The cementitious content of the mix design is stated as a minimum and Lattimore Materials Corp. reserves the right to increase cementitious content if needed. Chemical admixtures are added in accordance with the manufacturer's recommendations. Lattimore Materials Corp. reserves the right to adjust dosages or change admixtures when required. 1992 - 2018 Digital Site Systems, Inc.Page 9 SMQuadrel iService Date:1/30/2018 # of Occ. Histogram for 28 Day Strength %/PSI Mix Name: 5150. PSI PSI USUnits : Strength and Strength Fit vs Maturity Statistical Compressive Strength History PSIMaturity Days 95% of tests lie above cross-hatched area STRENGTH SUMMARY, Compression Either 4" x 8" Or 6" x 12" Strengths No. Of Avg Avg Avg 3 Avg 7 Avg 28 Std ACI318 Tests Slump Air Day Day Day Dev Req'd ------------------------------------------------------------------------------ 30 4.51 1.49 3160 4480 610 3930 DETAILED STRENGTH, Compression Either 4" x 8" Or 6" x 12" Batch Date Slump Spread Air Strengths Acc Age Number 3 Day 7 Day 28 Day Run Avg 3 ------------------------------------------------------------------------------ 76843336 9/20/2017 3.25 1.40 2690 3710 64045850 9/26/2017 4.00 1.20 3690 5500 76843626 10/9/2017 5.00 1.20 3200 4480 4560 64445773 10/10/2017 4.50 1.70 4060 5270 5080 63021273 10/12/2017 4.00 2.80 2730 3920 4560 64445996 10/12/2017 5.75 1.50 3380 4550 4580 63344568 10/16/2017 4.25 2.50 3110 4110 4190 83104891 10/18/2017 4.00 1.70 2730 3800 4150 63021514 10/19/2017 3.75 2.00 3210 4710 4210 63021761 10/25/2017 4.50 1.60 2610 4330 4280 76843893 10/25/2017 5.25 1.20 3210 4320 4450 63021789 10/26/2017 4.75 2.50 2940 3730 4130 62575975 10/28/2017 2910 5120 4390 62576501 11/4/2017 5.00 1.30 2320 3500 4120 63022334 11/10/2017 3.00 1.20 3240 4440 4360 63022510 11/17/2017 5.00 1.20 2210 3510 3820 63022520 11/17/2017 4.75 1.00 2770 3910 3950 76844311 11/17/2017 5.00 1.40 3260 4760 4060 76844304 11/17/2017 5.00 1.30 2800 3770 4150 64448229 11/20/2017 4.75 1.70 3380 4220 4250 1992 - 2018 Digital Site Systems, Inc.Page 10 SMQuadrel iService DETAILED STRENGTH, Compression Either 4" x 8" Or 6" x 12" ------------------------------------------------------------------------------ Number 3 Day 7 Day 28 Day Run Avg 3 Batch Date Slump Spread Air Strengths Acc Age 63022650 11/21/2017 5.25 1.40 2930 3930 3970 64448462 11/22/2017 5.00 1.20 3410 5150 4430 63023067 12/6/2017 6.00 1.10 3380 5010 4700 63023136 12/7/2017 5.00 0.90 3890 5410 5190 63023158 12/8/2017 4.00 0.80 3990 5040 5150 63023285 12/11/2017 4.00 1.00 2930 4530 5000 62578642 12/12/2017 3.00 1.80 3700 5080 4880 63023395 12/13/2017 4.00 1.40 3360 4760 4790 63023449 12/14/2017 4.00 1.50 3450 5520 5120 63023494 12/15/2017 5.00 1.70 3230 4430 4900 1992 - 2018 Digital Site Systems, Inc.Page 11 SMQuadrel iService Client: Project: PAVECON COMMERCIAL CONCRETE Concrete Mix Design Date:01/30/2018 Lattimore Materials Corp. 15900 DOOLEY ROAD ADDISON TX 75001 (972) 221-4646 (main) (972) 221-9647 (fax) PROLOGIS PARK 121 5A & 5B - COPPELL COPPELL, TEXAS Mix Number: 5177. Strength @ 28 Days: 3000 psi 1.0 Cubic Yard by Weight - SSD PIER CAPS, GRADE BEAMS & DOCK WALLSUsage: SSD WeightsMaterials: 376Cement lbsASTM C-150 Type I/II 94Fly Ash lbsASTM C-618 Class C or F 1666Coarse Aggregate lbsASTM C-33 1"-#4 Crushed Stone 1486Fine Aggregate lbsASTM C-33 Concrete Sand 242Water lbsASTM C-94 Water Admixture ASTM C-260 Air-Entraining Admix As Required Admixture ASTM C-494 Type A/D WR 2.0 to 6.0 oz/cwt CM Admixture ASTM C-494 Type B/D RET As Required Total Weight: Unit Weight: 143.11 pcf lbs w/cm Ratio: Slump: 0.51 3.00 - 5.00 inches Fly Ash Replacement: 3.0 - 6.0 %Air Content: 20.0 % 3866 Comments: The cementitious content of the mix design is stated as a minimum and Lattimore Materials Corp. reserves the right to increase cementitious content if needed. Chemical admixtures are added in accordance with the manufacturer's recommendations. Lattimore Materials Corp. reserves the right to adjust dosages or change admixtures when required. 1992 - 2018 Digital Site Systems, Inc.Page 12 SMQuadrel iService NOT REVIEWED BY CIVIL Date:1/30/2018 # of Occ. Histogram for 28 Day Strength %/PSI Mix Name: 5177. PSI PSI USUnits : Strength and Strength Fit vs Maturity Statistical Compressive Strength History PSIMaturity Days 95% of tests lie above cross-hatched area STRENGTH SUMMARY, Compression Either 4" x 8" Or 6" x 12" Strengths No. Of Avg Avg Avg 3 Avg 7 Avg 28 Std ACI318 Tests Slump Air Day Day Day Dev Req'd ------------------------------------------------------------------------------ 30 4.58 4.18 1620 3120 4300 410 3550 DETAILED STRENGTH, Compression Either 4" x 8" Or 6" x 12" Batch Date Slump Spread Air Strengths Acc Age Number 3 Day 7 Day 28 Day Run Avg 3 ------------------------------------------------------------------------------ 63342938 9/21/2017 4.50 3.50 2250 3810 63020684 9/25/2017 4.00 5.00 3280 4340 76843458 9/25/2017 4.50 4.00 2730 3710 3950 62573837 9/26/2017 5.00 4.50 3420 4770 4270 62573764 9/26/2017 5.00 3.50 2680 4060 4180 62574199 10/4/2017 5.00 4.50 2510 3740 4190 83103524 10/4/2017 4.00 4.70 3870 3970 3920 63020952 10/5/2017 4.25 5.50 2950 3970 3890 63021064 10/9/2017 5.00 4.00 2590 3530 3820 83103968 10/9/2017 5.00 4.00 3110 4240 3910 63021214 10/11/2017 4.50 4.90 3420 4800 4190 62575344 10/20/2017 4.50 3.60 3910 4860 4630 62576094 10/30/2017 5.00 4.50 3090 4490 4720 63345478 11/1/2017 4.00 3.90 3150 4070 4470 63345467 11/1/2017 3.50 3.60 3110 3980 4180 63586701 11/7/2017 6.00 3.30 3770 4910 4320 63022380 11/14/2017 5.00 4.50 2860 4150 4350 63022389 11/14/2017 5.00 4.00 3030 4550 4540 63022399 11/14/2017 5.00 4.00 2400 3680 4130 63022411 11/14/2017 4.50 3.75 3280 4890 4370 1992 - 2018 Digital Site Systems, Inc.Page 13 SMQuadrel iService DETAILED STRENGTH, Compression Either 4" x 8" Or 6" x 12" ------------------------------------------------------------------------------ Number 3 Day 7 Day 28 Day Run Avg 3 Batch Date Slump Spread Air Strengths Acc Age 74149576 11/14/2017 5.00 5.00 2620 4090 4220 63346219 11/15/2017 4.25 3.20 3080 4070 4350 63346211 11/15/2017 5.00 3.50 3370 4450 4210 63413778 11/15/2017 5.00 3.50 3070 4300 4280 83107302 11/16/2017 3.50 4.50 3180 4310 4350 64448042 11/17/2017 3.50 3.50 3780 4630 4410 83107538 11/20/2017 3.50 3.25 3740 4600 4510 74149842 11/22/2017 5.50 5.10 3150 4950 4730 83109542 12/15/2017 4.00 5.00 3100 4620 4720 64047531 12/15/2017 5.00 5.50 1620 3110 4570 4710 1992 - 2018 Digital Site Systems, Inc.Page 14 SMQuadrel iService Client: Project: PAVECON COMMERCIAL CONCRETE Concrete Mix Design Date:01/30/2018 Lattimore Materials Corp. 15900 DOOLEY ROAD ADDISON TX 75001 (972) 221-4646 (main) (972) 221-9647 (fax) PROLOGIS PARK 121 5A & 5B - COPPELL COPPELL, TEXAS Mix Number: 1600. Strength @ 28 Days: 4000 psi 1.0 Cubic Yard by Weight - SSD SLAB ON GRADE & TILT WALL PANELSUsage: SSD WeightsMaterials: 541Cement lbsASTM C-150 Type I/II 1666Coarse Aggregate lbsASTM C-33 1"-#4 Crushed Stone 1461Fine Aggregate lbsASTM C-33 Concrete Sand 269Water lbsASTM C-94 Water Admixture ASTM C-494 Type A/D WR 2.0 to 6.0 oz/cwt CM Admixture ASTM C-494 Type B/D RET As Required Total Weight: Unit Weight: 145.83 pcf lbs w/cm Ratio: Slump: 0.50 3.00 - 5.00 inches Fly Ash Replacement: 0.0 - 3.0 %Air Content: 0.0 % 3939 Comments: The cementitious content of the mix design is stated as a minimum and Lattimore Materials Corp. reserves the right to increase cementitious content if needed. Chemical admixtures are added in accordance with the manufacturer's recommendations. Lattimore Materials Corp. reserves the right to adjust dosages or change admixtures when required. 1992 - 2018 Digital Site Systems, Inc.Page 15 SMQuadrel iService NOT REVIEWED BY CIVIL Date:1/30/2018 # of Occ. Histogram for 28 Day Strength %/PSI Mix Name: 1600. PSI PSI USUnits : Strength and Strength Fit vs Maturity Statistical Compressive Strength History PSIMaturity Days 95% of tests lie above cross-hatched area STRENGTH SUMMARY, Compression Either 4" x 8" Or 6" x 12" Strengths No. Of Avg Avg Avg 3 Avg 7 Avg 28 Std ACI318 Tests Slump Air Day Day Day Dev Req'd ------------------------------------------------------------------------------ 30 5.40 1.62 3230 3910 5010 450 4610 DETAILED STRENGTH, Compression Either 4" x 8" Or 6" x 12" Batch Date Slump Spread Air Strengths Acc Age Number 3 Day 7 Day 28 Day Run Avg 3 ------------------------------------------------------------------------------ 62823292 3/25/2015 4.50 2.00 4260 5360 63701477 3/25/2015 5.00 2.00 3940 5310 62825001 5/18/2015 4.50 1.60 4580 5360 5350 63841897 6/3/2015 5.00 2.30 4280 5380 5350 71012660 6/5/2015 5.00 2.30 4930 5270 5340 63897984 7/14/2015 5.50 1.60 4360 5590 5410 63843640 8/13/2015 4.00 2.20 4070 5280 5380 63844042 8/28/2015 5.00 1.50 3270 4150 5300 5390 63709614 1/5/2016 8.50 1.80 4590 5460 5350 63709609 1/5/2016 7.00 2.50 3910 5290 5350 62991160 1/14/2016 7.00 1.60 4170 5530 5430 63709924 1/14/2016 7.00 1.70 3910 5420 5410 63709908 1/14/2016 7.00 1.80 3870 5270 5410 63203488 4/7/2016 5.00 1.50 2810 4170 4950 63203449 4/7/2016 4.75 1.40 3270 4650 4690 63307812 4/7/2016 5.00 1.70 4070 5130 4650 63203970 4/15/2016 4.75 1.70 3820 3620 5020 4930 63203987 4/15/2016 4.75 1.10 2980 3430 4300 4820 63204011 4/15/2016 5.00 1.00 2860 3150 4140 4490 63203946 4/15/2016 5.00 1.00 3520 4550 4330 1992 - 2018 Digital Site Systems, Inc.Page 16 SMQuadrel iService DETAILED STRENGTH, Compression Either 4" x 8" Or 6" x 12" ------------------------------------------------------------------------------ Number 3 Day 7 Day 28 Day Run Avg 3 Batch Date Slump Spread Air Strengths Acc Age 62999065 7/7/2016 5.00 1.50 3310 4470 4390 62999056 7/7/2016 5.00 1.50 3840 4880 4630 63717406 7/7/2016 5.00 2.50 4600 5440 4930 62548992 11/15/2016 3.50 1.50 3900 5040 5120 62548993 11/15/2016 4.00 1.00 3480 4770 5080 62548990 11/15/2016 3.00 2.00 4360 5570 5130 63240535 6/23/2017 7.25 1.20 4070 5020 5120 63240568 6/23/2017 5.50 1.10 3640 4360 4980 63240597 6/23/2017 6.50 1.00 3420 4470 4620 63240498 6/23/2017 8.00 0.90 3670 4580 4470 1992 - 2018 Digital Site Systems, Inc.Page 17 SMQuadrel iService ! 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