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Coppell Ind 2- LR150805
2424 STUTZ DR. SUITE 400 DALLAS, TX 75235 TEL [214] 350 5600 FAX [214] 350 0019 CONCRETE CYLINDER TEST REPORT Tradepoint Business Park Building 1B Expansion 980 W. Bethel Road Coppell, Texas REPORTED TO: Hillwood Investment Properties 3090 Olive Street, Suite 300 Dallas, Texas 75219 ATTN: Mr. Mike Jones REPORT NO. 76 REG PROJECT NO. 20346 SAMPLE DATE: 08-05-15 TECHNICIAN: C. Winchester PAGE: 1 of 2 CONTRACTOR: Hillwood Construction Services Location of Sample Set Number Location Quantity Represented (c.y.) 1 Slab: H.7-8.1 10/551 2 Slab: G.2-9.1 127/551 3 Slab: H.9-10.1 206/551 4 Slab: G.1-11.5 373/551 5 Slab: H.8-12.3 451/551 6 Slab: H.5-13.3 511/551 Design Information Source of Concrete Mix Identification Specified Strength (psi) Argos 1060 4000 Test Results Set No. Cylinder ID Date Tested Age @ Test Total Load (lbs.) Compressive Strength (psi) Average Strength (psi) 1 8014 08-12-15 7 62950 5010 8014 09-02-15 28 61910 4930 8014 09-02-15 28 64590 5140 8014 09-02-15 28 69530 5530 5200 8014 Hold H 2 8015 08-12-15 7 67500 5370 8015 09-02-15 28 76630 6100 8015 09-02-15 28 75610 6020 8015 09-02-15 28 75530 6010 6040 8015 Hold H 3 8016 08-12-15 7 61170 4870 8016 09-02-15 28 70670 5620 8016 09-02-15 28 68540 5450 8016 09-02-15 28 72600 5780 5620 8016 Hold H REPORT NO. 76 REG PROJECT NO. 20346 SAMPLE DATE: 08-05-15 PAGE: 2 of 2 Test Results Set No. Cylinder ID Date Tested Age @ Test Total Load (lbs.) Compressive Strength (psi) Average Strength (psi) 4 8017 08-12-15 7 65600 5220 8017 09-02-15 28 70540 5610 8017 09-02-15 28 72310 5750 8017 09-02-15 28 72910 5800 5720 8017 Hold H 5 8018 08-12-15 7 64150 5100 8018 09-02-15 28 73890 5880 8018 09-02-15 28 70230 5590 8018 09-02-15 28 70250 5590 5690 8018 Hold H 6 8019 08-12-15 7 60210 4790 8019 09-02-15 28 67140 5340 8019 09-02-15 28 59480 4730 8019 09-02-15 28 63180 5030 5030 8019 Hold H Cylinder Data Set No. Cylinder ID Slump (inches) Time of Sample Air Temp. (°F) Concrete Temp. (°F) Air Entrainment (%) Unit Weight (lbs/ft3) Ticket Number 1 8014 4.25 2:10 AM 88 94 1.2 149.1 1661301 2 8015 4.0 3:30 AM 86 93 1.3 148.8 1661313 3 8016 4.5 4:20 AM 86 89 1.3 148.0 1661322 4 8017 4.5 5:35 AM 86 89 1.4 148.5 1661347 5 8018 4.25 6:15 AM 86 91 1.4 148.0 1661359 6 8019 4.25 7:30 AM 84 92 1.5 147.9 1661414 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 Investment Properties/ Mr. Mike Jones (1) Hillwood Investment Properties/ Ms. Sandy Carroll (1) Hillwood Construction Services/ Mr. David Grayson (1) Hillwood Construction Services/ Mr. Tom McConnell (1) City of Coppell/Mr. O’Dell Submitted by: REED ENGINEERING GROUP, LTD. Registration Number F-3114 Bill Woolwine Sr. Manager, CMT CT/cn