Vista Ridge 1R-8 D-LR051010SAM ENGINEERING & TEST .G, NC.
Serving The Geo-lndustry Since 1974
1115 Luke Street, Suite 100
Irving, Texas 75061
Phone: (972) 790-1910 · FAX: (972) 790-0967
CONCRETE PLACEMENT INSPECTION & STRENGTH TEST REPORT
ICLIENT:
PROJECT:
JBP, LP
5301 Village Creek Drive, Suite A
Piano, TX 75093
The Plaza Infrastructure
Highway 121 & Ridgemont
Lewisville & Coppell, TX
ATTN: Neal Heckel
SE&T TECHNICIAN: Mark Brumley
LOCATION OF PLACEMENT:
Time Ardved: 2:30 PM
Time Left: 3:30 PM
Slump (Inches): 5
Concrete Temperature (F): 91
% Air Content: N/A
Total No. of Test Cylinders Made: 4
Total Cubic Yards Placed: 10
Added Water: N/A
Weather Conditions:
Hot & Sunny
93
~t of Fresh Concrete: 149
STANDARD 6" X 12"
AREA 28.27 SQ. IN.
REPORT DATE: 10/10/05
SAMPLE DATE: 9/12/05
PROJECT NO.: 308TXIK5
REPORT NO.: 26
PAGE¶OF1
Concrete Supplier: LMC
Ticket #: 3201020
Truck #: 966
Time Batched: 1:59 PM
Time Sampled: 3:20 PM
Product Code: 1701
:ement: N/A
Fly Ash: N/A
Coarse Ag~lre~ate: N/A
Water: N/A
Air Content: N/A
lA 7 9119105 148 88,000 3112 Shear
lB 14 9/26/05 147 109,000 3855 le Shear
1C 28 10/10/05 148 121,000 4279 le Shear
1D 28 10/10/05 148 124,000 4385 Shear
Curing ASTM C-31 Test Method Cylinder Made By:
ASTM C-143 ASTM C-39 & 231 SE&T
Remarks: Tested concrete meets/exceeds required strength.
4200/28
4200/28
4200/28
4200/28
Cylindem Tested By:
SE&T
Very Truly Yours,
Sadik (SAM) AI-Musawe, M.Sc., Ph.D., P.E.
Civil & Environmental Engineer
Texas Registration Number: 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.
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