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HomeMy WebLinkAbout73252_9272_135-cyl-july26 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. 135 REG PROJECT NO. 25298 SAMPLE DATE: 07-26-24 TECHNICIAN: J. Espinoza PAGE: 1 of 3 Location of Sample Set Number Location Quantity Represented (c.y.) 1 Paving: 90’S, 75’W from NW building corner 10/900 2 Paving: 120’S, 170’W from NW building corner 120/900 3 Paving: 150’S, 90’W from NW building corner 220/900 4 Paving: 180’S, 145’W from NW building corner 320/900 5 Paving: 210’S, 70’W from NW building corner 420/900 6 Paving: 240’S, 180’W from NW building corner 530/900 7 Paving: 270’S, 90’W from NW building corner 620/900 8 Paving: 310’S, 160’W from NW building corner 720/900 9 Paving: 350’S, 115’W from NW building corner 820/900 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 3544 08-02-24 7 63530 2 5050 3544 08-23-24 28 3544 08-23-24 28 3544 08-23-24 28 3544 Hold H 2 3545 08-02-24 7 52530 3 4180 3545 08-23-24 28 3545 08-23-24 28 3545 08-23-24 28 3545 Hold H 3 3546 08-02-24 7 48470 3 3860 3546 08-23-24 28 3546 08-23-24 28 3546 08-23-24 28 3546 Hold H REPORT NO. 135 REG PROJECT NO. 25298 SAMPLE DATE: 07-26-24 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 3547 08-02-24 7 49960 4 3980 3547 08-23-24 28 3547 08-23-24 28 3547 08-23-24 28 3547 Hold H 5 3548 08-02-24 7 47710 2 3800 3548 08-23-24 28 3548 08-23-24 28 3548 08-23-24 28 3548 Hold H 6 3549 08-02-24 7 49020 3 3900 3549 08-23-24 28 3549 08-23-24 28 3549 08-23-24 28 3549 Hold H 7 3550 08-02-24 7 44490 1 3540 3550 08-23-24 28 3550 08-23-24 28 3550 08-23-24 28 3550 Hold H 8 3551 08-02-24 7 45840 2 3650 3551 08-23-24 28 3551 08-23-24 28 3551 08-23-24 28 3551 Hold H 9 3552 08-02-24 7 44740 6 3560 3552 08-23-24 28 3552 08-23-24 28 3552 08-23-24 28 3552 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 3544 4.0 2:15 AM 78 75 4.5 146.2 1954 2 3545 4.5 4:30 AM 76 70 4.0 146.8 1965 3 3546 5.0 5:45 AM 75 75 4.3 146.4 1975 4 3547 4.5 6:30 AM 75 75 4.0 146.8 1985 5 3548 5.0 8:10 AM 77 80 3.8 147.1 1995 6 3549 4.5 9:35 AM 79 80 4.0 146.9 2011 7 3550 5.0 11:20 AM 81 75 3.5 147.3 2027 8 3551 4.5 2:30 PM 84 70 3.5 147.9 2055 9 3552 5.0 4:10 PM 87 80 3.0 148.1 2067 REPORT NO. 135 REG PROJECT NO. 25298 SAMPLE DATE: 07-26-24 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