Vista Ridge 1R-8 D-LR050929SAra EN( NEEmNG & TESTING,
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
CLIENT:
PROJECT:
ArTN:
SE&T TECHNICIAN:
JBP, LP
5301 Village Creek Drive, Suite A
Piano, TX 75093
Highway 121 & Ridgemont
Lewisville & Coppell, TX
Neal Heckel
Mark Brumley
STANDARD 6" X 12"
AREA 28.27 SQ. IN.
REPORT DATE: 9/29/05
SAMPLE DATE: 9/1/05
PROJECT NO.: 308TXlK5
REPORT NO.: 20
Hi PAGEI OFl
10:30 AM Concrete Supplier: Beall
Time Left: 12:30 PM Ticket #: 89046907
7 Truck #: 105
Time Batched: 11:35 AM
Slump (Inches):
Concrete Temperature (F): 90
% Air Content: 3
Total No. of Test Cylinders Made: 4
Total Cubic Yards Placed: 220
Adde~ d ,Water: N/A
Weather Conditions:
Sunny & Hot
Air Temperature (F): 94
~t of Fresh Concrete: 146
Time Sampled: 12:15 PM
Product Code: 9999
,~ement: N/A
Fly Ash: N/A
Coarse Aggregate: N/A
Water: N/A
% Air Content: N/A
lA 7 9/8/05 144 97,000 3430
lB 14 9/15/05 146 110,000 3891
1C 28 9/29/05 144 121,000 4279
1D 28 9/29/05 144 128,000 4527
Curing ASTM C-31 Test Method Cylinder Made By:
) ASTM C-143 ASTM C-39 & 231 SE&T
Rei~ra'~ks: Tested concrete meets/exceeds required strength.
Truly Yours,
Sadik (SAM) AI-Musawe, M.Sc., Ph.D., P.E.
Civil & Environmental Engineer
Texas Registration Number: 61893
Single Shear 4000/28
Sin~lle Shear 4000/28
le Shear 4000/28
le Shear 4000/28
Cylinders Tested By:
SE&T
This report is for the sole use of the client addressed. The use of our company name must receive our prior written consent.
' applies to the samples tested and does not necessarily represent identical or similar samples.