Loading...
Denton Creek NH-LR091117S ; , ENGINEERING TES" n4G L.P. Serving The Geo- Industry Since 1974 1115 Luke Street, Suite 100 Irving, Texas 75061 Phone: (972) 790 -1910 • FAX: (972) 790 -0967 Geotechnical Marenais SE&T- Failure Tesl�ng Invesligaw Environmental CONCRETE PLACEMENT INSPECTION & STRENGTH TEST REPORT CLIENT: SCI Construction, LTD STANDARD 6" X 12" 5467 New Copeland Rd. AREA 28.27 SQ. IN. Tyler, TX 75703 REPORT DATE: 11/17/09 PROJECT: Pro. Denton Creek Nursing Home SAMPLE DATE: 10/20/09 1410 E. Sandy Lake Rd. Coppell, TX PROJECT NO.: 108TX5K9 A Brandon Parlker REPORT NO.: 30 SE &T TECHNICIAN: Jude Brignac LOCATION OF PLACEMENT: Sidewalk - East Parking Lot North End PAGE 1 OF 1 TEST DATA MATERIALS /SUPPLIER DATA Time Arrived: 9:00 AM Concrete Supplier: Cow Town Time Left: 9:50 AM Ticket #: 528343 Slump (Inches): 4 Truck #: 917 Concrete Temperature (F): 65 Time Batched: 8:21 AM % Air Content: N/A Time Sampled: 9:25 AM Total No. of Test Cylinders Made: 4 Product Code: 245 Total Cubic Yards Placed: 20 Cement: N/A Added Water: 30 Gallons Fly Ash: N/A Weather Conditions: Sunny & Cool Coarse Aggregate: N/A Air Temperature (F): 65 Water: N/A Unit Weight of Fresh Concrete: 147 % Air Content: N/A Specimen Age Date Unit Wt. Total Load Compressive Type of Strength Required Number Days Tested pcf Lbs. Strength psi Fracture psildays 1A 7 10/27/09 147 78,000 2758 Single Shear 3000/28 1B 14 11/3/09 147 87 3076 Single Shear 1 3000/28 1C 28 11/17/09 147 116,000 4102 Single Shear 3000/28 1D 28 11/17/09 148 129,000 4244 Single Shear 3000/28 Curing ASTM C -31 Test Method Cylinders Made By: Cylinders Tested By: Slump ASTM C -143 ASTM C -39 & 231 SE &T SE &T Remarks: Tested concrete meets /exceeds required strength. Very Truly Yours, i e n Lab Manager & Vice President Texas Firm Registration No: 61893 Texas Professional Firm Registration No: F- 001587 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 only applies to the samples tested and does not necessarily represent identical or similar samples. G: /2009 /108tx5k9 /Cpistr /CPI STR30 /SA