The URL can be used to link to this page

Westhaven 2-LR140620Concrete Compression Test Report 2209 Wisconsin St., Suite 100 Dallas, TX 75229 (972)620-8911 Alpha Testing, Inc. TBPE Firm No. 813 FIELD DATA Placement Location:ABUTMENT AND BRIDGE PIERS OF PEDESTRIAN BRIDGE-2 ( 50 FT PEDISTRIAN BRIDGE) Project Desc:WESTHAVEN PHASE 1 & 2 - MASS GRADING OFF STATE HWY 121 AND WESTHAVEN RD. Our Report #:130127-143 STANDARD PACIFIC HOMES - IRVING 909 LAKE CAROLYN PARKWAY #1700 IRVING, TX 75039 CHIP BOYDATTN: (972) 550-7891Fax Number: Date Placed:5/22/2014 Time Placed:5:20 PM 3.0 4.25 84 95 Date Received:5/23/2014 Concrete Supplier:LMC Submitted By:Chapagain, Rajendra Plant Number:952 Delivery Ticket No.:62965115 N/A Batch Time:4:31:00 PM Tested For: Lab No.: Cure Type: Date Tested: Age (Days): Max Load: Area: Sq. In.PSI: Cap Spec: CYLINDER COMPRESSION TEST RESULTS (ASTM C-173) Avg. Length Avg. Width Avg Depth/ Diameter Cast By:ALPHA Cured Specification:ASTM C-31 Mix ID:5409 Break Type: Sample Location:SOUTH BRIDGE PIER OF PEDESTRIAN BRIDGE-2 PM:ATTEF ABUSHAKRA, P.E. Date Issued:06/20/2014 Specified Strength:4000 Result Air Content: Ambient Temp (F): Concrete Temp (F): Unit Weight: Slump (ASTM C-143): 37 5/29/2014 7 5443012.56 4330LABC-1231 8 N/A 43 38 6/19/2014 28 7004012.56 5580LABC-1231 8 N/A 42 39 6/19/2014 28 6814012.56 5430LABC-1231 8 N/A 42 40 6/19/2014 28 7084012.56 5640LABC-1231 8 N/A 42 Average 28-day Compressive Strength is compliant with project specifications CC:City of Coppell 5550 Respectfully Submitted By:__________________________________________________________ of Alpha Testing, Inc. Geotechnical Engineering * Construction Materials Testing * Environmental Engineering * Consulting 175905 Break Types: 1: Cone 2: Cone and Split 3: Cone and Shear 4: Shear 5: Columnar * = Specification out of spec Test Method: Unless noted, concrete was sampled and tested in accordance with ASTM C172, C143, C231, C173, C1064, C31, C1231 and C138. Compression strength tests per ASTM C39.