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Coppell Ind 2-LR130302
CONCRETE CYLINDER TEST REPORT Tradepoint Center II Creekview Road & Freeport Parkway Coppell, Texas REPORTED TO:REPORT NO. Hillwood 200 3090 Olive Street, Suite 300 REG PROJECT NO. 18520 Dallas, Texas 75219 SAMPLE DATE: 02-23-13 ATTN: Mr. Kerry Roetzel TECHNICIAN: J. Lambert PAGE: 1 of 3 CONTRACTOR: Hillwood Construction Services Location of Sample Set Number Location Quantity Represented (c.y.) 1 Paving: 610’N, 140’E from SE building corner 60/850 2 Paving: 650’N, 145’E from SE building corner 150/850 3 Paving: 700’N, 150’E from SE building corner 240/850 4 Paving: 735’N, 145’E from SE building corner 340/850 5 Paving: 780’N, 140’E from SE building corner 450/850 6 Paving: 810’N, 140’E from SE building corner 560/850 7 Paving: 810’N, 135’E from SE building corner 630/850 8 Paving: 870’N, 150’E from SE building corner 740/850 9 Paving: 900’N, 145’E from SE building corner 810/850 Design Information Source of Concrete Mix Identification Specified Strength (psi) Potter N/A 4000 Test Results SetCylinder Age @ Total Load Compressive Average Strength No. ID Date Tested Test(lbs.)Strength (psi) (psi) 1 4723 03-02-13 7 128300 4540 4723 03-02-13 7 112020 3960 4250 4723 03-23-13 28 4723 03-23-13 28 2 4724 03-02-13 7 140340 4970 4724 03-02-13 7 123340 4360 4670 4724 03-23-13 28 4724 03-23-13 28 3 4725 03-02-13 7 156490 5540 4725 03-02-13 7 139600 4940 5240 4725 03-23-13 28 4725 03-23-13 28 4 4726 03-02-13 7 139600 4940 4726 03-02-13 7 145970 5170 5060 4726 03-23-13 28 4726 03-23-13 28 2424 STUTZ DR. SUITE 400 DALLAS, TX 75235 [214] 350 5600 [214] 350 0019 TELFAX REPORT NO. 200 REG PROJECT NO. 18520 SAMPLE DATE: 02-23-13 PAGE: 2 of 3 Test Results SetCylinder Age @ Total Load Compressive Average Strength No. ID Date Tested Test(lbs.)Strength (psi) (psi) 5 4727 03-02-13 7 139120 4920 4727 03-02-13 7 148420 5250 5090 4727 03-23-13 28 4727 03-23-13 28 6 4728 03-02-13 7 162740 5760 4728 03-02-13 7 160410 5680 5720 4728 03-23-13 28 4728 03-23-13 28 7 4729 03-02-13 7 133780 4730 4729 03-02-13 7 149090 5280 5010 4729 03-23-13 28 4729 03-23-13 28 8 4730 03-02-13 7 142890 5060 4730 03-02-13 7 114020 4030 4550 4730 03-23-13 28 4730 03-23-13 28 9 4731 03-02-13 7 112600 3980 4731 03-02-13 7 125000 4420 4200 4731 03-23-13 28 4731 03-23-13 28 Cylinder Data Air ConcreteAir Unit SetCylinder SlumpTime of Temp.Temp.EntrainmentWeightTicket 3 No. ID (inches)Sample(°F)(°F)(%) (lbs/ft)Number 1 4723 7.5 6:00 AM 31 56 5.4 144.0 31733 2 4724 4.0 6:30 AM 29 54 4.2 146.8 31942 3 4725 4.0 7:30 AM 31 55 2.5 148.0 31951 4 4726 5.25 8:35 AM 35 58 4.3 147.4 31961 5 4727 3.5 10:40 AM 45 63 3.7 148.0 31973 6 4728 3.0 12:00 PM 51 63 63 147.2 N/A 7 4729 4.5 12:35 PM 51 64 4.9 145.2 31991 8 4730 2.5 1:50 PM 51 64 3.6 147.3 32003 9 4731 4.75 4:05 PM 56 67 3.4 142.3 31573 Note: (1) Concrete was sampled in accordance with ASTM C-31 (2) Concrete cylinders were tested in accordance with ASTM C-39 REPORT NO. 200 REG PROJECT NO. 18520 SAMPLE DATE: 02-23-13 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