Loading...
Coppell Ind 2- LR150715 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. 59 REG PROJECT NO. 20346 SAMPLE DATE: 07-15-15 TECHNICIAN: R. Coronado PAGE: 1 of 2 CONTRACTOR: Hillwood Construction Services Location of Sample Set Number Location Quantity Represented (c.y.) 1 Panel: 37 60/560 2 Panel: 42 110/560 3 Panel: 47 220/560 4 Panel: 51 330/560 5 Panel: 61 440/560 6 Panel: 66 530/560 Design Information Source of Concrete Mix Identification Specified Strength (psi) Argos D10-1096PP4 4500 Test Results Set No. Cylinder ID Date Tested Age @ Test Total Load (lbs.) Compressive Strength (psi) Average Strength (psi) 1 7043 07-22-15 7 82030 6530 7043 08-12-15 28 91680 7300 7043 08-12-15 28 88630 7050 7043 08-12-15 28 86870 6910 7090 7043 Hold H 2 7044 07-22-15 7 77300 6150 7044 08-12-15 28 82840 6590 7044 08-12-15 28 81800 6510 7044 08-12-15 28 83340 6630 6580 7044 Hold H 3 7045 07-22-15 7 74240 5910 7045 08-12-15 28 72320 5760 7045 08-12-15 28 74440 5920 7045 08-12-15 28 70850 5640 5770 7045 Hold H REPORT NO. 59 REG PROJECT NO. 20346 SAMPLE DATE: 07-15-15 PAGE: 2 of 2 Test Results Set No. Cylinder ID Date Tested Age @ Test Total Load (lbs.) Compressive Strength (psi) Average Strength (psi) 4 7046 07-22-15 7 61600 4900 7046 08-12-15 28 77250 6150 7046 08-12-15 28 75490 6010 7046 08-12-15 28 74860 5960 6040 7046 Hold H 5 7047 07-22-15 7 58980 4690 7047 08-12-15 28 68720 5470 7047 08-12-15 28 69050 5500 7047 08-12-15 28 69710 5550 5510 7047 Hold H 6 7048 07-22-15 7 58490 4650 7048 08-12-15 28 73110 5820 7048 08-12-15 28 70360 5600 7048 08-12-15 28 73330 5840 5750 7048 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 7043 4.5 2:47 AM 77 84 1.1 147.7 1647074 2 7044 4.5 3:39 AM 77 84 1.0 147.9 1647095 3 7045 4.5 5:15 AM 77 85 1.2 147.0 1647160 4 7046 4.0 7:11 AM 81 87 1.9 145.9 1647194 5 7047 4.0 9:25 AM 86 89 1.5 148.0 1647492 6 7048 4.5 11:49 AM 90 91 2.0 147.8 1647620 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