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Coppell Ind 2-LR130402REEL7 EI-IG 11- IEERII -IG GEOTECHNICAL AND G R O U P ENVIRONMENTAL CONSULTANTS CONCRETE CYLINDER TEST REPORT Tradepoint Center II Creekview Road & Freeport Parkway Coppell, Texas REPORTED TO: Hillwood 3090 Olive Street, Suite 300 Dallas, Texas 75219 ATTN: Mr. Kerry Roetzel CONTRACTOR: Hillwood Construction Services Location of sample REPORT NO. 322 REG PROJECT NO. 18520 SAMPLE DATE: 03 -26 -13 TECHNICIAN: C. Eisenhardt PAGE: 1 of 3 Set Number Location I 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 Set No. Cylinder ID Date Tested Age @ Test Total Load lbs. Compressive Strength (psi) Average Strength si 1 5529 04 -02 -13 7 147990 5240 5529 04 -23 -13 28 5529 04 -23 -13 28 5529 Hold H 2 5530 04 -02 -13 7 105170 3720 5530 04 -23 -13 28 5530 04 -23 -13 28 5530 Hold H 3 5531 04 -02 -13 7 126220 4470 5531 04 -23 -13 28 5531 04 -23 -13 28 5531 Hold H 2424 STUTZ DR. • SUITE 400 • DALLAS, TX 75235 • TEL [214] 350 5600 • FAx [214] 350 0019 REPORT NO. 322 REG PROJECT NO. 18520 SAMPLE DATE: 03 -26 -13 PAGE: 2 of 3 Test Results Set No. Cylinder ID Date Tested Age @ Test Total Load lbs. Compressive Strength (psi) Average Strength (psi) 4 5532 04 -02 -13 7 96770 3420 35 5532 04 -23 -13 28 — 32717 2 5530 5532 04 -23 -13 28 57 5.1 147.8 5532 Hold H 5.25 7:30 AM 5 5533 04 -02 -13 7 91040 3220 5532 5533 04 -23 -13 28 55 5.2 145.8 5533 04 -23 -13 28 5.0 10:00 AM 42 5533 Hold H 3275 6 6 5534 04 -02 -13 7 105690 3740 146.8 5534 04 -23 -13 28 5.25 12:20 PM 47 5534 04 -23 -13 28 3277 8 5536 5534 Hold H 61 5.2 7 5535 04 -02 -13 7 107160 3790 50 5535 04 -23 -13 28 32795 10 5538 5535 04 -23 -13 28 62 5.3 145.4 5535 Hold H 8 5536 04 -02 -13 7 100090 3540 5536 04 -23 -13 28 5536 04 -23 -13 28 5536 Hold H 7 5537 04 -02 -13 7 116520 4120 5537 04 -23 -13 28 5537 04 -23 -13 28 5537 Hold H 8 5538 04 -02 -13 7 113240 4010 5538 04 -23 -13 28 5538 04 -23 -13 28 5538 Hold H 1-00 1`06 M'iIFM. Set No. Cylinder ID Slump (inches) Time of Sample Air Temp. ( °F) Concrete Temp. ( °F) Air Entrainment M Unit Weight (Ibs /ft) Ticket 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 E -Mail Distribution: (1) Hillwood /Mr. Kerry Roetzel (1) Hillwood Construction Services/ Mr. Gary Jones (1) Halff Associates/ Mr. Stephen Crawford (1) Halff Associates /Mr. Lance Clinton (1) Macgregor Associates/ Mr. Thomas Holland (1) Macgregor Associates/ 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 Submitted by: REED ENGINEERING GROUP, LTD. Registration Number F -3114 /a,d1'e ZAJI.- Bill Woolwine Sr. Manager, CMT BW /cn