Loading...
First Methodist-LR011228specimen Number Measured Slump On.) Age I Dave) Dale Tested Tonal Load I Ibs- Compressive Strength ILbs. /Sq.ln.) Remarks FMC 113 7 12/27/01 88,220 3,120 FMC 114 28 01/17/02 FMC 115 61/2" 28 01/17/02 FMC 116 H HOLD Test Methods Utilized Fracture Regular Cylinders Made By: MR ASTM C-31.C- 39.C.14 (Unless Noted Otherwise) Construction Materials Testing and Environmental Consulting MATERIALS Mix Number: Cement: Fly Ash: Coarse Aggregate: Intermediate Aggregate: Fine Aggregate: Admixtures: Added Water: Remarks and/or Distribution: 38 0 gallons cc: Mr. John Rosenberg First United Methodist Church (2) Mr. Ray Larson First United Methodist Church Mr. Eric Royal Royal General Contractors Mr. Larry Davis City of Coppell Mr. Bob Colon Hill Wilkinson Texas CMT, Inc. Texas CMT, Inc. 10044 Monroe Drive Dallas, Texas 75229 (214) 352-6957 Fax (214) 352-6972 www .texascmt.com REPORT OF CO E MIX OBSERVATION Report Date: D mber 28, 2001 Date Concrete .ced: December 20, 2001 Standard 6 "x12" Client: irst United Methodist Church Coppell Area 28.27 Square Inches Project: First United Methodist Church New P g Lot Concrete Report No.: 29 Contractor: Hill Wilkinson Ltd. Project No.: 201 -0177 Concrete Supplier and Plan LMC #7 Location of Placement: idewalk Source/ SSD Batch Win. Description I Lbs/CuYd) Reviewed by: OBSERVATION DATA Time Sample Batched: 08:26 am Time Sampled: 09:0b am Sample Location: 100' S. of Bethel School Rd. on Heartz Truck /Ticket No: 1039/7111940 Temperature: Ambient Range: 45 °F Concrete Range: 52 °F Slump Range (inches): 61/2" Weather Conditions: Clear Time Started: 08:00 am Time Completed: 11:00 am Sample Air Content 4.5% Total Cubic Yards Placed: 10 Required Strength Lbs. /sq. in.): 3.000 All letter and reports are for the exclusive use of the client to whom they are addressed and shall not be reproduced wiiboul he full approval of Texas CMT. Inc. The use of our name must receive our prior written approval. Our letters and reports apply only to at sample iawf and/or observed and are not necessarily indicative of the quantities of apparently identical or similar products.