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Coppell Trade 2-LR061121
l~lf~l_ FARGO CONSULTANTS, INC. I 14~ORe~~~~d,'1>allas,I~}5229 Tel. (214) 352-4100' Fax (214) 352-4811 CONCRETE COMPRESSIVE STRENGTH REPORT CLIENT: Holt Lunsford Commercial PROJECT: Coppell Trade Center Building D Coppell, Texas Sample Date: 11/21/06 Project No.: M06-1165 CONCRETE INFORMATION CONTRACTOR: Mcfadden and Miller TICKET NO.: 367466 AMBIENT TEMP.(OF): 48 CONCRETE TEMP.(OF): 68 TIME BATCHED: 7: 09 a.m. TIME SAMPLED: 7: 22 a.m. WEATHER CONDITION: Clear LOCATION OF PLACEMENT: SE Paving approach, CONCRETE SUPPLIER: TXI PLANT/TRUCK: 141 / 64 MIX ID NUMBER: 517 AIR (%): 4.8 (ASTM C 231) WATER ADDED (gal): 15 SLUMP (inches): 5 (ASTM C 143) (South 1/2) CONCRETE CYLINDER COMPRESSIVE STRENGTH TESTS DESIGN STRENGTH OF CONCRETE ( 4000 psil 28 days) CYLINDER AGE I DATE TOTAL LOAD COMPRESSIVE Percent of Design Strength NUMBER (Days) TESTED (pounds) STRENGTH (%) tDsil - lA 7 11/28/06 98 710 3490 87% lB 28 12119 /06 , 129,600 4580 115% ! ~~ 28 12119/06 127.630 .- 4510 113% lD Hold -. - Cylinders Type: Nominal Cylinder Size 6"X12" (ASTM C 39) Specifications: Making and curing (ASTM C 31) Testing Methods (ASTM C 39) Remarks: Technician: C Espinoza Distribution: Holt Lansford Commercial - Ken Newman Mcfadden & Miller - Jon Jacobson City of Coppell - Larry Davis Checked by: Gary Moor C.E.T. CMT Manager Geotechnical Engineering - Construction Materials Testing - Environmental Services www.dallasfargo.com