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Coppell Ind 2-LR130514 CONCRETE CYLINDER TEST REPORT Tradepoint Center II Creekview Road & Freeport Parkway Coppell, Texas REPORTED TO:REPORT NO. Hillwood 426 3090 Olive Street, Suite 300 REG PROJECT NO. 18520 Dallas, Texas 75219 SAMPLE DATE: 05-07-13 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: 725’S, 65’E from NE building corner 20/900 2 Paving: 685’S, 100’E from NE building corner 110/900 3 Paving: 650’S, 80’E from NE building corner 210/900 4 Paving: 615’S, 60’E from NE building corner 330/900 5 Paving: 570’S, 30’E from NE building corner 420/900 6 Paving: 535’S, 60’E from NE building corner 500/900 7 Paving: 500’S, 30’E from NE building corner 630/900 8 Paving: 570’S, 65’E from NE building corner 710/900 9 Paving: 430’S, 80’E from NE building corner 810/900 Design Information Source of Concrete Mix Identification Specified Strength (psi) Potter 7752 4000 Test Results SetCylinder Age @ Total Load Compressive Average Strength No. ID Date Tested Test(lbs.)Strength (psi) (psi) 1 6534 05-14-13 7 128510 4550 6534 06-04-13 28 6534 06-04-13 28 6534 Hold H 2 6535 05-14-13 7 140800 4980 6535 06-04-13 28 6535 06-04-13 28 6535 Hold H 3 6536 05-14-13 7 114320 4050 6536 06-04-13 28 6536 06-04-13 28 6536 Hold H 4 6537 05-14-13 7 124880 4420 6537 06-04-13 28 6537 06-04-13 28 6537 Hold H 2424 STUTZ DR. SUITE 400 DALLAS, TX 75235 [214] 350 5600 [214] 350 0019 TELFAX REPORT NO. 426 REG PROJECT NO. 18520 SAMPLE DATE: 05-07-13 PAGE: 2 of 3 Test Results SetCylinder Age @ Total Load Compressive Average Strength No. ID Date Tested Test(lbs.)Strength (psi) (psi) 5 6538 05-14-13 7 106720 3780 6538 06-04-13 28 6538 06-04-13 28 6538 Hold H 6 6539 05-14-13 7 102790 3640 6539 06-04-13 28 6539 06-04-13 28 6539 Hold H 7 6540 05-14-13 7 86530 3060 6540 06-04-13 28 6540 06-04-13 28 6540 Hold H 8 6541 05-14-13 7 103180 3650 6541 06-04-13 28 6541 06-04-13 28 6541 Hold H 9 6542 05-14-13 7 111610 3950 6542 06-04-13 28 6542 06-04-13 28 6542 Hold H Cylinder Data Air ConcreteAir Unit SetCylinder SlumpTime of Temp.Temp.EntrainmentWeightTicket 3 No. ID (inches)Sample(°F)(°F)(%) (lbs/ft)Number 1 6534 3.75 4:25 AM 65 74 3.4 148.6 253 2 6535 4.25 5:35 AM 64 74 3.4 148.0 262 3 6536 6.0 6:25 AM 60 73 3.5 147.2 33347 4 6537 4.0 7:35 AM 60 73 3.4 148.0 275 5 6538 5.0 9:10 AM 63 73 3.4 148.0 284 6 6539 4.5 9:55 AM 69 74 3.5 147.2 292 7 6540 6.5 11:20 AM 72 75 3.3 146.4 305 8 6541 4.0 12:10 PM 75 77 3.5 148.0 313 9 6542 3.75 1:35 PM 77 78 3.4 148.0 323 Note: (1) Concrete was sampled in accordance with ASTM C-31 (2) Concrete cylinders were tested in accordance with ASTM C-39 REPORT NO. 426 REG PROJECT NO. 18520 SAMPLE DATE: 05-07-13 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 (1) Ms. Sacha Miner CONCRETE CYLINDER TEST REPORT Tradepoint Center II Creekview Road & Freeport Parkway Coppell, Texas REPORT NO. REPORTED TO: 382 Hillwood 3090 Olive Street, Suite 300 REG PROJECT NO. 18520 Dallas, Texas 75219 SAMPLE DATE: 04-16-13 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 Spine Road: STA 17+65 10/800 2 Spine Road: STA 16+60 140/800 3 Spine Road: STA 15+55 240/800 4 Spine Road: STA 14+50 310/800 5 Spine Road: STA 13+45 400/800 6 Spine Road: STA 12+30 520/800 7 Spine Road: STA 11+25 610/800 8 Spine Road: STA 10+40 710/800 Design Information Source of Concrete Mix Identification Specified Strength (psi) Potter 7752 4000 Test Results SetCylinder Age @ Total Load Compressive Average Strength No. ID Date Tested Test(lbs.)Strength (psi) (psi) 1 6071 04-19-13 3 44280 1570 6071 04-23-13 7 134360 4750 6071 05-14-13 28 172730 6110 6071 05-14-13 28 165490 5860 5990 6071 Hold H 2 6072 04-19-13 3 136140 4820 6072 04-23-13 7 134550 4760 6072 05-14-13 28 166030 5880 6072 05-14-13 28 178750 6330 6110 6072 Hold H 3 6073 04-19-13 3 140210 4960 6073 04-23-13 7 112710 3990 6073 05-14-13 28 143250 5070 6073 05-14-13 28 148990 5270 5170 6073 Hold H 2424 STUTZ DR. SUITE 400 DALLAS, TX 75235 [214] 350 5600 [214] 350 0019 TELFAX REPORT NO. 382 REG PROJECT NO. 18520 SAMPLE DATE: 04-16-13 PAGE: 2 of 3 Test Results SetCylinder Age @ Total Load Compressive Average Strength No. ID Date Tested Test(lbs.)Strength (psi) (psi) 4 6074 04-19-13 3 114570 4050 6074 04-23-13 7 111910 3960 6074 05-14-13 28 146340 5180 6074 05-14-13 28 110260 3900 4540 6074 Hold H 5 6075 04-19-13 3 89200 3160 6075 04-23-13 7 101880 3610 6075 05-14-13 28 117110 4150 6075 05-14-13 28 130500 4620 4390 6075 Hold H 6 6076 04-19-13 3 103330 3660 6076 04-23-13 7 118300 4190 6076 05-14-13 28 125340 4440 6076 05-14-13 28 148650 5260 4850 6076 Hold H 7 6077 04-19-13 3 97490 3450 6077 04-23-13 7 104100 3680 6077 05-14-13 28 125780 4450 6077 05-14-13 28 131390 4650 4550 6077 Hold H 8 6078 04-19-13 3 95390 3380 6078 04-23-13 7 115690 4090 6078 05-14-13 28 141840 5020 6078 05-14-13 28 148280 5250 5140 6078 Hold H Cylinder Data Air ConcreteAir Unit SetCylinder SlumpTime of Temp.Temp.EntrainmentWeightTicket 3 No. ID (inches)Sample(°F)(°F)(%) (lbs/ft)Number 1 6071 3.5 5:10 AM 71 75 3.7 151.2 33294 2 6072 3.5 6:30 AM 71 75 3.7 151.2 N/A 3 6073 6.0 7:25 AM 71 75 3.9 150.4 33319 4 6074 4.25 9:00 AM 71 75 4.2 149.6 33324 5 6075 4.25 10:10 AM 72 75 4.0 149.6 33333 6 6076 4.75 11:35 AM 73 76 4.0 147.4 33345 7 6077 6.0 12:30 PM 75 76 4.2 147.6 33354 8 6078 5.0 1:50 PM 80 78 3.8 148.0 33364 REPORT NO. 382 REG PROJECT NO. 18520 SAMPLE DATE: 04-16-13 PAGE: 3 of 3 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 (1) Ms. Sacha Miner