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Home My WebLink About73426_9364_162-cyl-aug23 2424 STUTZ DR.  SUITE 400  DALLAS, TX 75235  TEL [214] 350 5600  FAX [214] 350 0019 CONCRETE CYLINDER TEST REPORT Grapevine Building A 3642 Euless-Grapevine Road Grapevine, Texas REPORTED TO: ARCO/Murray 4925 Greenville Ave., Suite 915 Dallas, Texas 75206 ATTN: Mr. Chase Killingsworth REPORT NO. 162 REG PROJECT NO. 25298 SAMPLE DATE: 08-23-24 TECHNICIAN: K. Wicks PAGE: 1 of 3 Location of Sample Set Number Location Quantity Represented (c.y.) 1 Paving: 9’N, 3’W from SE corner of Grapevine Road approach 50/650 2 Paving: 18’N, 79’W from SE corner of Grapevine Road approach 130/650 3 Paving: 49’N, 137’W from SE corner of Grapevine Road approach 230/650 4 Paving: 32’N, 197’W from SE corner of Grapevine Road approach 350/650 5 Paving: 8’N, 247’W from SE corner of Grapevine Road approach 450/650 6 Paving: 6’N, 291’W from SE corner of Grapevine Road approach 540/650 Design Information Source of Concrete Mix Identification Specified Strength (psi) Sample Size Estrada R4060AEWR 4000 4x8 Test Results Set No. Cylinder ID Date Tested Age @ Test Total Load (lbs.) Fracture Type Compressive Strength (psi) Average Strength (psi) 1 4118 08-26-24 3 66050 3 5260 4118 08-30-24 7 63000 2 5010 4118 09-20-24 28 74930 3 5960 4118 09-20-24 28 73510 3 5850 4118 09-20-24 28 75660 2 6020 5940 2 4119 08-30-24 7 52990 3 4220 4119 09-20-24 28 67790 3 5400 4119 09-20-24 28 61480 2 4890 4119 09-20-24 28 61690 3 4910 5070 4119 Hold H 3 4120 08-30-24 7 47820 4 3810 4120 09-20-24 28 60580 2 4820 4120 09-20-24 28 59370 3 4730 4120 09-20-24 28 61740 3 4910 4820 4120 Hold H REPORT NO. 162 REG PROJECT NO. 25298 SAMPLE DATE: 08-23-24 PAGE: 2 of 3 Test Results Set No. Cylinder ID Date Tested Age @ Test Total Load (lbs.) Fracture Type Compressive Strength (psi) Average Strength (psi) 4 4121 08-30-24 7 41180 3 3280 4121 09-20-24 28 51220 3 4080 4121 09-20-24 28 49230 4 3920 4121 09-20-24 28 52640 3 4190 4060 4121 Hold H 5 4122 08-30-24 7 52590 2 4180 4122 09-20-24 28 65900 3 5250 4122 09-20-24 28 66450 3 5290 4122 09-20-24 28 65480 3 5210 5250 4122 Hold H 6 4123 08-30-24 7 45510 3 3620 4123 09-20-24 28 57460 4 4570 4123 09-20-24 28 50760 2 4040 4123 09-20-24 28 51630 2 4110 4240 4123 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 4118 3.5 1:30 AM 88 91 4.3 152.8 2820 2 4119 4.0 2:30 AM 88 91 4.4 152.6 2828 3 4120 4.0 4:15 AM 87 91 4.4 152.8 2838 4 4121 5.25 6:30 AM 85 90 4.1 152.0 2850 5 4122 5.0 9:00 AM 90 92 4.6 152.4 2869 6 4123 5.0 10:30 AM 94 93 4.1 152.0 2880 Fracture Type Type 1 Type 2 Type 3 Type 4 Type 5 Type 6 Note: (1) Concrete was sampled in accordance with ASTM C-31 (2) Concrete cylinders were tested in accordance with ASTM C-39 REPORT NO. 162 REG PROJECT NO. 25298 SAMPLE DATE: 08-23-24 PAGE: 3 of 3 E-Mail Distribution: (2) ARCO/Murray/ Mr. Chase Killingsworth Mr. Brice Jones (2) Pritchard Associates/ Mr. Taylor Wildman Mr. Azra Spahalic (4) City of Grapevine/ Mr. Daniel Steinshouer Mr. Phillip Sedivy Mr. Israel Lozano/Mrs. Kelly Taft (2) DFW West Logistics One. LLC/ Mr. Bunker Curnes Mr. Tom Curnes Submitted by: REED ENGINEERING GROUP, LTD. Registration Number F-3114 Cary Tipps Project Manager, CMT CT/cn