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HomeMy WebLinkAbout654310_38661_130-cyl-july18 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. 130 REG PROJECT NO. 25298 SAMPLE DATE: 07-18-24 TECHNICIAN: J. Espinoza PAGE: 1 of 3 Location of Sample Set Number Location Quantity Represented (c.y.) 1 Paving: 245’N, 175’W from SW building corner 20/890 2 Paving: 265’N, 20’W from SW building corner 120/890 3 Paving: 290’N, 160’W from SW building corner 220/890 4 Paving: 325’N, 65’W from SW building corner 320/890 5 Paving: 340’N, 90’W from SW building corner 420/890 6 Paving: 95’N, 55’W from SW building corner 540/890 7 Paving: 150’N, 10’W from SW building corner 620/890 8 Paving: 250’S, 45’W from SW building corner 740/890 9 Paving: 340’N, 25’W from SW building corner 840/890 Design Information Source of Concrete Mix Identification Specified Strength (psi) Sample Size Estrada Ready Mix 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 3424 07-25-24 7 48990 2 3900 3424 08-15-24 28 53450 2 4250 3424 08-15-24 28 57680 3 4590 3424 08-15-24 28 59730 3 4750 4530 3424 Hold H 2 3425 07-25-24 7 61020 3 4860 3425 08-15-24 28 66940 2 5330 3425 08-15-24 28 67900 3 5400 3425 08-15-24 28 73710 3 5870 5530 3425 Hold H 3 3426 07-25-24 7 49520 2 3940 3426 08-15-24 28 58200 2 4630 3426 08-15-24 28 56380 3 4490 3426 08-15-24 28 55350 2 4410 4510 3426 Hold H REPORT NO. 130 REG PROJECT NO. 25298 SAMPLE DATE: 07-18-24 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 3427 07-25-24 7 55560 4 4420 3427 08-15-24 28 66050 3 5260 3427 08-15-24 28 65690 3 5230 3427 08-15-24 28 64920 3 5170 5220 3427 Hold H 5 3428 07-25-24 7 56040 2 4460 3428 08-15-24 28 64900 2 5170 3428 08-15-24 28 71330 2 5680 3428 08-15-24 28 68910 2 5480 5440 3428 Hold H 6 3429 07-25-24 7 45980 5 3660 3429 08-15-24 28 61080 3 4860 3429 08-15-24 28 64640 3 5140 3429 08-15-24 28 63930 3 5090 5030 3429 Hold H 7 3430 07-25-24 7 50690 2 4030 3430 08-15-24 28 61240 3 4870 3430 08-15-24 28 64800 2 5160 3430 08-15-24 28 62570 3 4980 5000 3430 Hold H 8 3431 07-25-24 7 39760 3 3160 3431 08-15-24 28 52870 3 4210 3431 08-15-24 28 53880 2 4290 3431 08-15-24 28 58500 3 4660 4390 3431 Hold H 9 3432 07-25-24 7 38780 3 3090 3432 08-15-24 28 51810 2 4120 3432 08-15-24 28 49700 3 3960 3432 08-15-24 28 50140 3 3990 4020 3432 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 3424 4.5 3:15 AM 77 70 4.7 144.6 1689 2 3425 4.0 4:25 AM 76 75 4.5 145.3 1699 3 3426 4.5 6:05 AM 75 70 4.4 145.9 1709 4 3427 5.0 7:15 AM 75 75 4.0 145.7 1723 5 3428 4.5 9:30 AM 81 80 4.5 145.3 1742 6 3429 5.0 11:20 AM 85 75 4.0 145.8 1760 7 3430 5.0 1:15 PM 87 80 3.8 146.1 1770 8 3431 4.5 1:45 PM 89 85 3.5 146.7 1789 9 3432 5.0 2:50 PM 91 85 3.5 147.2 1796 REPORT NO. 130 REG PROJECT NO. 25298 SAMPLE DATE: 07-18-24 PAGE: 3 of 3 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 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