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Westhaven Phase 2B-LR170213
Concrete Compression Test Report 2209 Wisconsin St. Dallas, TX 75229 (972)620-8911 Alpha Testing, Inc. TBPE Firm No. 813 FIELD DATA Placement Location:SEE NOTES Project Desc:WESTHAVEN PHASE 2B - UTILITIES OFF STATE HWY 121 AND WESTHAVEN RD. Our Report #:162997-14 CULLUM CONSTRUCTION 6440 NORTH CENTRAL EXPRESSWAY, SUITE 500 DALLAS, TX 75225 BUBBA THOMASONATTN: (972) 271-4881Fax Number: Date Placed:1/10/2017 Time Placed:3:00 PM 3.25 2.75 79 71 Date Received:1/11/2017 Concrete Supplier:LMC Submitted By:Michel,Chris Plant Number:956 Delivery Ticket No.:76834136 N/A Batch Time:1:51:00 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:1701 Break Type: Sample Location:SWEARING RD. @ STATION 1+19.80 OF LAT Q-3 PM:ATTEF ABUSHAKRA, P.E. Date Issued:02/13/2017 Specified Strength:4000 Result Air Content: Ambient Temp (F): Concrete Temp (F): Unit Weight: Slump (ASTM C-143): 13 1/17/2017 7 5838012.56 4650LABC-1231 8 N/A 42 14 2/7/2017 28 7281012.56 5800LABC-1231 8 N/A 43 15 2/7/2017 28 7323012.56 5830LABC-1231 8 N/A 42 16 2/7/2017 28 7069012.56 5630LABC-1231 8 N/A 42 Average 28-day Compressive Strength is compliant with project specifications Notes:INLET, BASE & WALLS ON SWEARING RD. @ STA. 1+19.80 OF LAT Q-3 & STA. 1+16.17 OF LAT Q-2; JONNS AVE @ STA. 2+90.66 ON LINE SD-5 & STA. 1+12.29 OF LAT S-1 CC:city of Coppell 5750 Respectfully Submitted By:__________________________________________________________ of Alpha Testing, Inc. Geotechnical Engineering * Construction Materials Testing * Environmental Engineering * Consulting 262794 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.