Loading...
Stonemeade-LR 9305101VIAXIM ENGINEERS, INC. Engineering and Environmental Consultants 2342 Fabens • P.O. Box 59902 • Dallas, TX 75229 (214) 247 -7575 • FAX (214) 484 -580 CONCRETE CYLINDER TEST REPORT Report Date 05/10/93 Sample Date 04/23/93 Standard 6" X 12" Area 28.27 Square inches TO Centex Real Estate Project # 0393000701 Project Stonemeade Estates - Paving - Coppell, Texas Contractor Sinacola Location of Placement Alley, station 3 +00 MATERIALS Source, Design Bath OTHER DATA Description Wts. (Lbs. /Cu.Yd.) s./ Mix No.: n/a Concrete Supplier: On -site Cement: Ticket No.: N/A Truck No.: N/A Fly Ash: Time Batched: N/A Sampled: 8:15 am Coarse Aggregate: Temperature ( °F) Ambient: 67 °F Concrete: 70 Fine Aggregate: Weather Conditions: Sunny and Windy Water Added: 0 gallons Batched: Entrained Air Content (%): 4.0% Admixtures: Air entrained agent (ASTM C -231) Specimen Number Age Date Tested Slump In. Total Load Lbs. Comprehensive Strength P.S.I. Type of Fracture Strength Required P.S.I. /days (Days) SMP 69 7 04/30/93 1 1/2 107800 3813 F_71 3000/28 70 7 04/30/93 98800 3494 71 28 05/21/93 72 28 05/21/93 Curing ASTM C -31 Test Method Cylinders Made By Cylinders Tested By Slump ASTM C -143 ASTM C -39 A. Campbell 1. Lopez Remarks and/or Distribution Unit Weight 143.0 /cey Centex Real Estate Corporation - Derek Earle, P.E. City of Coppell - Larry Davis City of Coppell - Garreth D. Campbell Sr. This report is for the sole use of the client addressed. The use of our company name must receive our prior written consent. This report applies only to the sample tested, and does not necessarily represent identical or similar samples. 03535 MAYtY FAk - JNFFRQ MC