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HomeMy WebLinkAbout72873_9115_85-cyl-apr19 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. 85 REG PROJECT NO. 25298 SAMPLE DATE: 04-19-24 TECHNICIANS: R. Sanchez & A. Riojas PAGE: 1 of 3 Location of Sample Set Number Location Quantity Represented (c.y.) 1 Slab: H.5-3.1 10/800 2 Slab: J.2-4 117/800 3 Slab: K-4 225/800 4 Slab: K.8-3.4 306/800 5 Slab: L.8-3.4 405/800 6 Slab: H-5 522/800 7 Slab: M.8-3.6 675/800 8 Slab: P.5-3.5 738/800 Design Information Source of Concrete Mix Identification Specified Strength (psi) Sample Size Estrada R4055NASC 4000 4x8 Test Results Set No. Cylinder ID Date Tested Age @ Test Total Load (lbs.) Fracture Type Compressive Strength (psi) Average Strength (psi) 1 2074 04-26-24 7 36050 2 2870 2074 05-17-24 28 2074 05-17-24 28 2074 05-17-24 28 2074 Hold H 2 2075 04-26-24 7 42010 2 3340 2075 05-17-24 28 2075 05-17-24 28 2075 05-17-24 28 2075 Hold H 3 2076 04-26-24 7 49520 5 3940 2076 05-17-24 28 2076 05-17-24 28 2076 05-17-24 28 2076 Hold H REPORT NO. 85 REG PROJECT NO. 25298 SAMPLE DATE: 04-19-24 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 2077 04-26-24 7 38810 3 3090 2077 05-17-24 28 2077 05-17-24 28 2077 05-17-24 28 2077 Hold H 5 2078 04-26-24 7 42130 2 3350 2078 05-17-24 28 2078 05-17-24 28 2078 05-17-24 28 2078 Hold H 6 2079 04-26-24 7 44410 3 3530 2079 05-17-24 28 2079 05-17-24 28 2079 05-17-24 28 2079 Hold H 7 2080 04-26-24 7 39900 2 3170 2080 05-17-24 28 2080 05-17-24 28 2080 05-17-24 28 2080 Hold H 8 2081 04-26-24 7 39880 3 3170 2081 05-17-24 28 2081 05-17-24 28 2081 05-17-24 28 2081 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 2074 5.0 12:40 AM 63 74 1.5 146.8 494 2 2075 6.0 1:50 AM 61 68 1.4 146.0 504 3 2076 2.5 3:31 AM 59 69 2.5 145.6 516 4 2077 6.0 4:36 AM 58 64 1.6 145.0 525 5 2078 5.0 5:40 AM 57 68 1.25 145.7 536 6 2079 1.5 7:23 AM 54 72 5.25 147.0 551 7 2080 5.5 9:22 AM 54 65 1.7 145.8 444 8 2081 5.5 10:25 AM 60 66 1.8 146.0 576 REPORT NO. 85 REG PROJECT NO. 25298 SAMPLE DATE: 04-19-24 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 (1) Pritchard Associates/ Mr. Taylor Wildman (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