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Coppell Ind 2-LR130307 CONCRETE CYLINDER TEST REPORT Tradepoint Center II Creekview Road & Freeport Parkway Coppell, Texas REPORTED TO:REPORT NO. Hillwood 150 3090 Olive Street, Suite 300 REG PROJECT NO. 18520 Dallas, Texas 75219 SAMPLE DATE: 02-07-13 ATTN: Mr. Kerry Roetzel TECHNICIAN: J. Bowers PAGE: 1 of 1 CONTRACTOR: Hillwood Construction Services Location of Sample Set Number Location Quantity Represented (c.y.) 1 Inlet top and apron: Storm Line A, STA 8+82 7/7 Design Information Source of Concrete Mix Identification Specified Strength (psi) Redi Mix 10L11524 4000 Test Results SetCylinder Age @ Total Load Compressive Average Strength No. ID Date Tested Test(lbs.)Strength (psi) (psi) 1 4418 02-14-13 7 54500 4340 4418 03-07-13 28 72460 5770 4418 03-07-13 28 72460 5770 4418 03-07-13 28 70660 5620 5720 4418 Hold H Cylinder Data Air ConcreteAir Unit SetCylinder SlumpTime of Temp.Temp.EntrainmentWeightTicket 3 ) No. ID (inches)Sample(°F)(°F)(%) (lbs/ftNumber 1 4418 4.0 4:45 PM 73 75 4.0 148.2 25608830 Note: (1) Concrete was sampled in accordance with ASTM C-31 (2) Concrete cylinders were tested in accordance with ASTM C-39 Submitted by: E-Mail Distribution: (1) Hillwood/Mr. Kerry Roetzel REED ENGINEERING GROUP, LTD. (1) Hillwood Construction Services/ Registration Number F-3114 Mr. Gary Jones (1) Halff Associates/ Mr. Stephen Crawford (1) Halff Associates/Mr. Lance Clinton (1) Macgregor Associates/ Bill Woolwine Mr. Thomas Holland Sr. Manager, CMT (1) Macgregor Associates/ BW/cn Mr. Lee Rader (1) City of Coppell/Mr. Lee Stone (1) City of Coppell/Mr. Michael Arellano (1) City of Coppell/Mr. Rick O’Dell 2424 STUTZ DR. SUITE 400 DALLAS, TX 75235 [214] 350 5600 [214] 350 0019 TELFAX CONCRETE CYLINDER TEST REPORT Tradepoint Center II Creekview Road & Freeport Parkway Coppell, Texas REPORTED TO:REPORT NO. Hillwood 151 3090 Olive Street, Suite 300 REG PROJECT NO. 18520 Dallas, Texas 75219 SAMPLE DATE: 02-07-13 ATTN: Mr. Kerry Roetzel TECHNICIAN: C. Winchester PAGE: 1 of 3 CONTRACTOR: Hillwood Construction Services Location of Sample Set Number Location Quantity Represented (c.y.) 1 Paving: 25’S, 5’W from SW building corner 30/830 2 Paving: 45’S, 65’E from SW building corner 110/830 3 Paving: 45’S, 110’E from SW building corner 210/830 4 Paving: 55’S, 180’E from SW building corner 320/830 5 Paving: 55’S, 325’E from SW building corner 410/830 6 Paving: 90’S, 440’E from SW building corner 510/830 7 Paving: 55’S, 480’E from SW building corner 630/830 8 Paving: 80’S, 550’E from SW building corner 710/830 9 Paving: 80’S, 620’E from SW building corner 810/830 Design Information Source of Concrete Mix Identification Specified Strength (psi) Potter 7752TP 4000 Test Results SetCylinder Age @ Total Load Compressive Average Strength No. ID Date Tested Test(lbs.)Strength (psi) (psi) 1 4419 02-14-13 7 106390 3760 4419 03-07-13 28 134850 4770 4419 03-07-13 28 138600 4910 4840 4419 Hold H 2 4420 02-14-13 7 117430 4160 4420 03-07-13 28 176750 6260 4420 03-07-13 28 163220 5780 6020 4420 Hold H 3 4421 02-14-13 7 98150 3470 4421 03-07-13 28 123020 4350 4421 03-07-13 28 140840 4980 4670 4421 Hold H 4 4422 02-14-13 7 119010 4210 4422 03-07-13 28 137340 4860 4422 03-07-13 28 154510 5470 5170 4422 Hold H 2424 STUTZ DR. SUITE 400 DALLAS, TX 75235 [214] 350 5600 [214] 350 0019 TELFAX REPORT NO. 151 REG PROJECT NO. 18520 SAMPLE DATE: 02-07-13 PAGE: 2 of 3 Test Results SetCylinder Age @ Total Load Compressive Average Strength No. ID Date Tested Test(lbs.)Strength (psi) (psi) 5 4423 02-14-13 7 102070 3610 4423 03-07-13 28 114330 4050 4423 03-07-13 28 140260 4960 4510 4423 Hold H 6 4424 02-14-13 7 101120 3580 4424 03-07-13 28 137390 4860 4424 03-07-13 28 127760 4520 4690 4424 Hold H 7 4425 02-14-13 7 110000 3890 4425 03-07-13 28 132060 4670 4425 03-07-13 28 135590 4800 4740 4425 Hold H 8 4426 02-14-13 7 111960 3960 4426 03-07-13 28 131490 4650 4426 03-07-13 28 154590 5470 5060 4426 Hold H 9 4427 02-14-13 7 124390 4400 4427 03-07-13 28 115630 4090 4427 03-07-13 28 168060 5950 5020 4427 Hold H Cylinder Data Air ConcreteAir Unit SetCylinder SlumpTime of Temp.Temp.EntrainmentWeightTicket 3 No. ID (inches)Sample(°F)(°F)(%) (lbs/ft)Number 1 4419 6.0 5:35 AM 61 65 4.0 148.8 30872 2 4420 3.5 6:25 AM 61 65 3.7 148.8 N/A 3 4421 5.5 7:30 AM 61 64 5.0 147.2 3085 4 4422 4.5 8:40 AM 61 64 4.3 148.8 3090 5 4423 3.0 10:55 AM 64 65 4.2 148.8 3091 6 4424 5.5 12:50 PM 74 72 4.1 147.2 8092 7 4425 4.0 2:35 PM 79 74 3.9 149.2 3083 8 4426 5.0 3:40 PM 77 76 4.2 148.8 3094 9 4427 4.0 5:05 PM 75 75 3.8 147.2 30961 Note: (1) Concrete was sampled in accordance with ASTM C-31 (2) Concrete cylinders were tested in accordance with ASTM C-39 REPORT NO. 151 REG PROJECT NO. 18520 SAMPLE DATE: 02-07-13 PAGE: 3 of 3 Submitted by: E-Mail Distribution: (1) Hillwood/Mr. Kerry Roetzel REED ENGINEERING GROUP, LTD. (1) Hillwood Construction Services/ Registration Number F-3114 Mr. Gary Jones (1) Halff Associates/ Mr. Stephen Crawford (1) Halff Associates/Mr. Lance Clinton (1) Macgregor Associates/ Bill Woolwine Mr. Thomas Holland Sr. Manager, CMT (1) Macgregor Associates/ BW/cn Mr. Lee Rader (1) City of Coppell/Mr. Lee Stone (1) City of Coppell/Mr. Michael Arellano (1) City of Coppell/Mr. Rick O’Dell