Denton Creek NH-LR090806~7AM ENGINEERING ~ TESTING, 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
Materials SE&-~• Failure
Testing Investigation
Environmental
CONCRETE PLACEMENT INSPECTION & STRENGTH TEST REPORT
CLIENT: SCI Construction, LTD STANDARD 6" X 12"
5467 New Copeland Rd. AREA 28.27 SQ. IN.
T yier, TX 75703
REPORT DATE: 8/6/09
PROJECT: Pro. Denton Creek Nursing Home
.1410 E. Sandy Lake Rd. SAMPLE DATE: 7/9/09
Coppell, TX
PROJECT NO.: 108TX5K9
ATTN: Brandon Parker
REPORT NO.: 28
SE&T TECHNICIAN: Jude Brignac
LOCATION OF PLACEMENT: East Fire Lane Paving-tie in @ South lake PAGE 1 OF 1
~~. ~~~~ y s ~~ ~'~~' T~SX` ~..~y~, ~ ~.~.. ~ ~ ... ~ ~ _~ . ,.: ~. ~. ;~MAT RfA~S%SIfI~~L1~R IAtA
Time Arrived: 8:45 AM Concrete Su tier: Cowtown
Time Left: 10:00 AM Ticket #: 525784
Slump (Inches): 4" Truck #: 932
Concrete Temperature F): 86 Time Batched: 8:20 AM
Air Content: 4.75% Time Sam led: 9:20 AM
Total No. of Test C tinders Made 4 Product Code: 257
Total Cubic Yards Placed: 40 Cement: N/A
Added Water: N!A FI Ash: N/A
Weather Conditions: Cloud Coarse A re ate: N/A
Air Temperature F : 86 Water: N/A
Unit Wei ht of Fresh Concrete: 147 % Air Content : N/A
Specimen Age' pate -Unit Wt, 7"otat goad Compressive Type of, Strength Required.
~Nurnber Days Tested cf Lbs' Strength ` si Fracture psi/da s„
1?, 7 7/16/09 147 111 nnn 3925 Sing-+le Qhear 3gnn/?8
1 B 14 7/23/09 148 124,000 4385 Sin le Shear 3600/28
1C 28 8/6/09 148 132,000 4668 Sin le Shear 3600/28
1D 28 8/6/09 148 135,000 4774 Sin le Shear 3600/28
Curing ASTM C-31 Test Method Cylinders Made By: Cylinders Tested By:
Slum ASTM C-143 ASTM C-39 & 231 SE&T SEAT
Remarks: Tested conrete meets/exceeds required strenght.
Very Truly Yours,
i Samt, a M Hager & Vice President
Texas Professional Firm Registration No: F-001587
Texas Registration No: 61893
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/t 08tx5k9/Cpistr/CPISTR28/SA