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HomeMy WebLinkAbout72873_9116_86-cyl-apr16 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. 86 REG PROJECT NO. 25298 SAMPLE DATE: 04-16-24 TECHNICIAN: J. Ramos PAGE: 1 of 3 Location of Sample Set Number Location Quantity Represented (c.y.) 1 Slab: H.2-1.5 20/727 2 Slab: J.2-2.8 120/727 3 Slab: H.2-1.3 N/A 4 Slab: L.1-2.8 N/A 5 Slab: M.3-1.4 N/A 6 Slab: N.2-2.9 517/727 7 Slab: P.1-1.3 627/727 8 Slab: D.8-2.8 727/727 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 2090 04-23-24 7 45310 3 3610 2090 05-14-24 28 2090 05-14-24 28 2090 05-14-24 28 2090 Hold H 2 2091 04-23-24 7 68020 5 5410 2091 05-14-24 28 2091 05-14-24 28 2091 05-14-24 28 2091 Hold H 3 2092 04-23-24 7 59990 3 4770 2092 05-14-24 28 2092 05-14-24 28 2092 05-14-24 28 2092 Hold H REPORT NO. 86 REG PROJECT NO. 25298 SAMPLE DATE: 04-16-24 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 2093 04-23-24 7 47840 6 3810 2093 05-14-24 28 2093 05-14-24 28 2093 05-14-24 28 2093 Hold H 5 2094 04-23-24 7 38960 3 3100 2094 05-14-24 28 2094 05-14-24 28 2094 05-14-24 28 2094 Hold H 6 2095 04-23-24 7 53330 2 4240 2095 05-14-24 28 2095 05-14-24 28 2095 05-14-24 28 2095 Hold H 7 2096 04-23-24 7 43230 4 3440 2096 05-14-24 28 2096 05-14-24 28 2096 05-14-24 28 2096 Hold H 8 2097 04-23-24 7 40430 3 3220 2097 05-14-24 28 2097 05-14-24 28 2097 05-14-24 28 2097 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 2090 5.75 1:30 AM 71 70 2.0 146.4 398 2 2091 5.0 3:15 AM 70 78 1.5 148.4 407 3 2092 4.5 4:51 AM 70 79 1.2 149.2 420 4 2093 5.0 7:15 AM 72 78 1.5 148.8 431 5 2094 6.0 8:40 AM 72 80 1.3 N/A N/A 6 2095 5.75 10:10 AM 72 80 1.8 148.0 452 7 2096 5.75 11:45 AM 75 82 1.3 148.6 463 8 2097 5.25 12:50 Pm 78 84 1.3 149.0 N/A REPORT NO. 86 REG PROJECT NO. 25298 SAMPLE DATE: 04-16-24 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