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Coppell Ind 2- LR150824
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. 95 REG PROJECT NO. 20346 SAMPLE DATE: 08-24-15 TECHNICIAN: C. Applewhite PAGE: 1 of 3 CONTRACTOR: Hillwood Construction Services Location of Sample Set Number Location Quantity Represented (c.y.) 1 Paving: 5’S, 20’W from NW building corner 10/800 2 Paving: 10’S, 55’W from NW building corner 110/800 3 Paving: 25’S, 40’W from NW building corner 200/800 4 Paving: 35’S, 50’E from NW building corner 300/800 5 Paving: 50’S, 75’W from NW building corner 400/800 6 Paving: 75’S, 100’W from NW building corner 500/800 7 Paving: 100’S, 120’W from NW building corner 600/800 8 Paving: 120’S, 130’W from NW building corner 770/800 9 Paving: 300’S, 150’W from NW building corner 800/800 Design Information Source of Concrete Mix Identification Specified Strength (psi) Osburn 1655 3600 Test Results Set No. Cylinder ID Date Tested Age @ Test Total Load (lbs.) Compressive Strength (psi) Average Strength (psi) 1 8922 08-31-15 7 47190 3750 8922 09-21-15 28 8922 09-21-15 28 8922 09-21-15 28 8922 Hold H 2 8923 08-31-15 7 36640 2920 8923 09-21-15 28 8923 09-21-15 28 8923 09-21-15 28 8923 Hold H 3 8924 08-31-15 7 49120 3910 8924 09-21-15 28 8924 09-21-15 28 8924 09-21-15 28 8924 Hold H REPORT NO. 95 REG PROJECT NO. 20346 SAMPLE DATE: 08-24-15 PAGE: 2 of 3 Test Results Set No. Cylinder ID Date Tested Age @ Test Total Load (lbs.) Compressive Strength (psi) Average Strength (psi) 4 8925 08-31-15 7 35650 2840 8925 09-21-15 28 8925 09-21-15 28 8925 09-21-15 28 8925 Hold H 5 8926 08-31-15 7 42980 3420 8926 09-21-15 28 8926 09-21-15 28 8926 09-21-15 28 8926 Hold H 6 8927 08-31-15 7 41980 3340 8927 09-21-15 28 8927 09-21-15 28 8927 09-21-15 28 8927 Hold H 7 8928 08-31-15 7 39170 3120 8928 09-21-15 28 8928 09-21-15 28 8928 09-21-15 28 8928 Hold H 8 8929 08-31-15 7 42150 3350 8929 09-21-15 28 8929 09-21-15 28 8929 09-21-15 28 8929 Hold H 9 8930 08-31-15 7 41020 3260 8930 09-21-15 28 8930 09-21-15 28 8930 09-21-15 28 8930 Hold H REPORT NO. 95 REG PROJECT NO. 20346 SAMPLE DATE: 08-24-15 PAGE: 3 of 3 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 8922 6.0 2:30 AM 75 92 1.0 146.6 1673095 2 8923 7.0 3:30 AM 85 94 2.0 147.2 1673122 3 8924 7.0 4:40 AM 85 92 3.7 148.0 1673131 4 8925 7.0 5:30 AM 87 94 4.5 147.9 1673181 5 8926 6.0 8:00 AM 87 96 5.0 144.8 1673211 6 8927 7.0 9:50 AM 89 95 4.0 146.0 1673251 7 8928 6.0 9:00 AM 92 98 4.9 147.2 1673454 8 8929 7.0 10:30 AM 95 98 5.0 146.7 1673718 9 8930 6.0 12:00 PM 95 97 4.6 148.0 1673722 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