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Coppell Ind 2-LR130423 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 6071 05-14-13 28 6071 Hold H 2 6072 04-19-13 3 136140 4820 6072 04-23-13 7 134550 4760 6072 05-14-13 28 6072 05-14-13 28 6072 Hold H 3 6073 04-19-13 3 140210 4960 6073 04-23-13 7 112710 3990 6073 05-14-13 28 6073 05-14-13 28 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 6074 05-14-13 28 6074 Hold H 5 6075 04-19-13 3 89200 3160 6075 04-23-13 7 101880 3610 6075 05-14-13 28 6075 05-14-13 28 6075 Hold H 6 6076 04-19-13 3 103330 3660 6076 04-23-13 7 118300 4190 6076 05-14-13 28 6076 05-14-13 28 6076 Hold H 7 6077 04-19-13 3 97490 3450 6077 04-23-13 7 104100 3680 6077 05-14-13 28 6077 05-14-13 28 6077 Hold H 8 6078 04-19-13 3 95390 3380 6078 04-23-13 7 115690 4090 6078 05-14-13 28 6078 05-14-13 28 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 CONCRETE CYLINDER TEST REPORT Tradepoint Center II Creekview Road & Freeport Parkway Coppell, Texas REPORT NO. REPORTED TO: 322 Hillwood 3090 Olive Street, Suite 300 REG PROJECT NO. 18520 Dallas, Texas 75219 SAMPLE DATE: 03-26-13 ATTN: Mr. Kerry Roetzel TECHNICIAN: C. Eisenhardt PAGE: 1 of 3 CONTRACTOR: Hillwood Construction Services Location of Sample Set Number Location Quantity Represented (c.y.) 1 Paving: 105’N, 90’W from SW building corner 60/990 2 Paving: 120’N, 160’W from SW building corner 140/990 3 Paving: 180’N, 110’W from SW building corner 240/990 4 Paving: 240’N, 87’W from SW building corner 340/990 5 Paving: 275’N, 87’W from SW building corner 440/990 6 Paving: 310’N, 90’W from SW building corner 540/990 7 Paving: 330’N, 87’W from SW building corner 640/990 8 Paving: 360’N, 95’W from SW building corner 740/990 9 Paving: 390’N, 100’W from SW building corner 840/990 10 Paving: 410’N, 150’W from SW building corner 950/990 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 5529 04-02-13 7 147990 5240 5529 04-23-13 28 173280 6130 5529 04-23-13 28 170400 6030 6080 5529 Hold H 2 5530 04-02-13 7 105170 3720 5530 04-23-13 28 163980 5800 5530 04-23-13 28 147980 5240 5520 5530 Hold H 3 5531 04-02-13 7 126220 4470 5531 04-23-13 28 107940 3820 5531 04-23-13 28 132580 4690 4260 5531 Hold H 2424 STUTZ DR. SUITE 400 DALLAS, TX 75235 [214] 350 5600 [214] 350 0019 TELFAX REPORT NO. 322 REG PROJECT NO. 18520 SAMPLE DATE: 03-26-13 PAGE: 2 of 3 Test Results SetCylinder Age @ Total Load Compressive Average Strength No. ID Date Tested Test(lbs.)Strength (psi) (psi) 4 5532 04-02-13 7 96770 3420 5532 04-23-13 28 106690 3780 5532 04-23-13 28 106880 3780 3780 5532 Hold H 5 5533 04-02-13 7 91040 3220 5533 04-23-13 28 110890 3920 5533 04-23-13 28 134990 4780 4350 5533 Hold H 6 5534 04-02-13 7 105690 3740 5534 04-23-13 28 112700 3990 5534 04-23-13 28 137990 4880 4440 5534 Hold H 7 5535 04-02-13 7 107160 3790 5535 04-23-13 28 123440 4370 5535 04-23-13 28 131450 4650 4510 5535 Hold H 8 5536 04-02-13 7 100090 3540 5536 04-23-13 28 137460 4870 5536 04-23-13 28 122130 4320 4600 5536 Hold H 7 5537 04-02-13 7 116520 4120 5537 04-23-13 28 135590 4800 5537 04-23-13 28 125040 4430 4620 5537 Hold H 8 5538 04-02-13 7 113240 4010 5538 04-23-13 28 178540 6320 5538 04-23-13 28 182850 6470 6400 5538 Hold H Cylinder Data Air ConcreteAir Unit SetCylinder SlumpTime of Temp.Temp.EntrainmentWeightTicket 3 No. ID (inches)Sample(°F)(°F)(%) (lbs/ft)Number 1 5529 5.75 5:00 AM 35 61 5.2 146.8 32717 2 5530 5.5 6:00 AM 35 57 5.1 147.8 32725 3 5531 5.25 7:30 AM 35 57 5.2 145.4 3273 4 5532 5.0 8:45 AM 34 55 5.2 145.8 3274 5 5533 5.0 10:00 AM 42 56 5.3 145.8 3275 6 5534 5.0 11:15 AM 45 59 5.4 146.8 3276 7 5535 5.25 12:20 PM 47 60 5.3 145.6 3277 8 5536 5.25 1:15 PM 48 61 5.2 146.2 3278 9 5537 5.0 3:15 PM 50 61 5.2 146.8 32795 10 5538 5.5 4:15 PM 50 62 5.3 145.4 32806 REPORT NO. 325 REG PROJECT NO. 18520 SAMPLE DATE: 03-26-13 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