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HomeMy WebLinkAbout653307_38394_125-cyl-july11 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. 125 REG PROJECT NO. 25298 SAMPLE DATE: 07-11-24 TECHNICIAN: J. Espinoza PAGE: 1 of 3 Location of Sample Set Number Location Quantity Represented (c.y.) 1 Paving: 15’N, 75’W from SW building corner 10/730 2 Paving: 60’N, 125’W from SW building corner 110/730 3 Paving: 90’N, 15’W from SW building corner 220/730 4 Paving: 120’N, 175’W from SW building corner 320/730 5 Paving: 145’N, 30’W from SW building corner 420/730 6 Paving: 170’N, 155’W from SW building corner 510/730 7 Paving: 205’N, 20’W from SW building corner 620/730 8 Paving: 225’N, 90’W from SW building corner 710/730 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 3307 07-18-24 7 50250 2 4000 3307 08-08-24 28 3307 08-08-24 28 3307 08-08-24 28 3307 Hold H 2 3308 07-18-24 7 48160 1 3830 3308 08-08-24 28 3308 08-08-24 28 3308 08-08-24 28 3308 Hold H 3 3309 07-18-24 7 38650 1 3080 3309 08-08-24 28 3309 08-08-24 28 3309 08-08-24 28 3309 Hold H REPORT NO. 125 REG PROJECT NO. 25298 SAMPLE DATE: 07-11-24 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 3310 07-18-24 7 54430 3 4330 3310 08-08-24 28 3310 08-08-24 28 3310 08-08-24 28 3310 Hold H 5 3311 07-18-24 7 50230 2 4000 3311 08-08-24 28 3311 08-08-24 28 3311 08-08-24 28 3311 Hold H 6 3312 07-18-24 7 38370 1 3050 3312 08-08-24 28 3312 08-08-24 28 3312 08-08-24 28 3312 Hold H 7 3313 07-18-24 7 42440 3 3380 3313 08-08-24 28 3313 08-08-24 28 3313 08-08-24 28 3313 Hold H 8 3314 07-18-24 7 44420 2 3530 3314 08-08-24 28 3314 08-08-24 28 3314 08-08-24 28 3314 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 3307 5.0 4:20 AM 76 70 4.5 145.6 1551 2 3308 4.5 5:30 AM 75 75 4.0 146.3 1561 3 3309 5.0 7:25 AM 79 70 4.5 145.7 1572 4 3310 4.5 8:43 AM 82 75 4.0 146.2 1582 5 3311 4.5 10:25 AM 89 75 3.8 146.8 1592 6 3312 5.0 12:10 PM 92 80 3.5 147.1 1603 7 3313 4.5 2:25 PM 97 80 3.0 147.5 1616 8 3314 5.0 5:30 PM 96 75 3.0 147.1 N/A REPORT NO. 125 REG PROJECT NO. 25298 SAMPLE DATE: 07-11-24 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