Loading...
HomeMy WebLinkAbout72927_9139_99-cyl-may01 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. 99 REG PROJECT NO. 25298 SAMPLE DATE: 05-01-24 TECHNICIAN: J. Espinoza PAGE: 1 of 3 Location of Sample Set Number Location Quantity Represented (c.y.) 1 Panel: 87 20/910 2 Panel: 77 120/910 3 Panel: 73 220/910 4 Panel: 26 320/910 5 Panel: 22 430/910 6 Panel: 18 520/910 7 Panel: 14 630/910 8 Panel: 10 750/910 9 Panel: 6 850/910 Design Information Source of Concrete Mix Identification Specified Strength (psi) Sample Size Estrada Ready Mix 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 2236 05-08-24 7 38880 4 3090 2236 05-29-24 28 2236 05-29-24 28 2236 05-29-24 28 2236 Hold H 2 2237 05-08-24 7 35390 1 2820 2237 05-29-24 28 2237 05-29-24 28 2237 05-29-24 28 2237 Hold H 3 2238 05-08-24 7 40010 2 3180 2238 05-29-24 28 2238 05-29-24 28 2238 05-29-24 28 2238 Hold H REPORT NO. 99 REG PROJECT NO. 25298 SAMPLE DATE: 05-01-24 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 2239 05-08-24 7 37610 4 2990 2239 05-29-24 28 2239 05-29-24 28 2239 05-29-24 28 2239 Hold H 5 2240 05-08-24 7 41220 2 3280 2240 05-29-24 28 2240 05-29-24 28 2240 05-29-24 28 2240 Hold H 6 2241 05-08-24 7 41610 3 3310 2241 05-29-24 28 2241 05-29-24 28 2241 05-29-24 28 2241 Hold H 7 2242 05-08-24 7 38360 2 3050 2242 05-29-24 28 2242 05-29-24 28 2242 05-29-24 28 2242 Hold H 8 2243 05-08-24 7 38180 2 3040 2243 05-29-24 28 2243 05-29-24 28 2243 05-29-24 28 2243 Hold H 9 2244 05-08-24 7 40950 3 3260 2244 05-29-24 28 2244 05-29-24 28 2244 05-29-24 28 2244 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 2236 6.0 1:20 AM 73 80 1.6 147.2 692 2 2237 6.0 2:15 AM 72 80 1.4 146.8 702 3 2238 5.5 3:25 AM 72 75 2.0 146.5 712 4 2239 5.0 4:45 AM 72 70 1.9 147.7 722 5 2240 5.5 6:45 AM 72 75 1.5 147.4 733 6 2241 5.5 8:15 AM 70 75 2.3 147.4 744 7 2242 5.0 9:25 AM 74 80 1.7 147.8 756 8 2243 5.5 11:40 AM 80 80 1.5 147.4 770 9 2244 5.0 1:45 PM 75 80 1.4 148.3 781 REPORT NO. 99 REG PROJECT NO. 25298 SAMPLE DATE: 05-01-24 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