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Coppell Ind 2- LR150810
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. 81 REG PROJECT NO. 20346 SAMPLE DATE: 08-10-15 TECHNICIAN: S. Adams PAGE: 1 of 3 CONTRACTOR: Hillwood Construction Services Location of Sample Set Number Location Quantity Represented (c.y.) 1 Slab: K.9-8.1 10/690 2 Slab: J.3-8.9 140/690 3 Slab: J.4-9.6 250/690 4 Slab: K.6-10.3 350/690 5 Slab: J.5-11.1 430/690 6 Slab: J.3-12.2 510/690 7 Slab: K.4-13.7 600/690 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 8197 08-17-15 7 64210 5110 8197 09-07-15 28 75280 5990 8197 09-07-15 28 73440 5840 8197 09-07-15 28 77680 6180 6000 8197 Hold H 2 8198 08-17-15 7 69430 5520 8198 09-07-15 28 73210 5830 8198 09-07-15 28 75170 5980 8198 09-07-15 28 77200 6140 5980 8198 Hold H 3 8199 08-17-15 7 67970 5410 8199 09-07-15 28 76180 6060 8199 09-07-15 28 75150 5980 8199 09-07-15 28 78530 6250 6100 8199 Hold H REPORT NO. 81 REG PROJECT NO. 20346 SAMPLE DATE: 08-10-15 PAGE: 2 of 3 Test Results Set No. Cylinder ID Date Tested Age @ Test Total Load (lbs.) Compressive Strength (psi) Average Strength (psi) 4 8200 08-17-15 7 60580 4820 8200 09-07-15 28 75830 6030 8200 09-07-15 28 74570 5930 8200 09-07-15 28 80900 6440 6130 8200 Hold H 5 8201 08-17-15 7 61460 4890 8201 09-07-15 28 73130 5820 8201 09-07-15 28 74910 5960 8201 09-07-15 28 71430 5680 5820 8201 Hold H 6 8202 08-17-15 7 60550 4820 8202 09-07-15 28 71680 5700 8202 09-07-15 28 71540 5690 8202 09-07-15 28 69040 5490 5630 8202 Hold H 7 8203 08-17-15 7 58200 4630 8203 09-07-15 28 65500 5210 8203 09-07-15 28 66290 5280 8203 09-07-15 28 65380 5200 5230 8203 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 8197 4.75 3:05 AM 90 91 1.9 146.4 1664073 2 8198 5.0 4:30 AM 89 90 2.1 147.8 1664095 3 8199 5.5 5:30 AM 89 89 1.5 146.9 1664120 4 8200 5.0 6:15 AM 90 92 1.8 147.5 1664149 5 8201 5.5 7:35 AM 90 92 1.6 147.5 1664164 6 8202 4.75 8:45 AM 91 93 2.2 147.8 1664257 7 8203 5.25 10:00 AM 92 94 1.4 155.9 1664796 Note: (1) Concrete was sampled in accordance with ASTM C-31 (2) Concrete cylinders were tested in accordance with ASTM C-39 REPORT NO. 81 REG PROJECT NO. 20346 SAMPLE DATE: 08-10-15 PAGE: 3 of 3 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