Vista Ridge 1R-8 D-LR050824S^,, E.GI.EE.,.G & TEST .6, ,.P.
Serving The Geo-lndustry Since 1974
1115 Luke Street, Suite t 00
Irving, Texas 75061
Phone: (972) 790-1910 · FAX: (972) 790-0967
Geotechr~ical
Environmental
CLIENT:
PROJECT:
ATTN:
CONCRETE PLACEMENT INSPECTION & STRENGTH TEST REPORT
JBP, LP STANDARD 6" X 12"
5301 Village Creek Drive, Suite A AREA 28.27 SQ. IN.
Piano, TX 75093
~ Highly 121 & Ridgemont
Lewisville & Coppell, TX
Neal Heckel
REPORT DATE: 8/24/05
AMPLE DATE: 7/26/05
ROJECT NO.: 308TXIK6
REPORT NO.: 7
ISE&T TECHNICIAN: Dominic Gonzales I
~u plier.. PAGE~;;1
Slump (Inches):
Concrete Temperature (F):
% Air Content:
Time Left: 3:30 PM Ticket #: 3198761
3 Truck #: 834
95 Time Batched: 1:23 PM
N/A
Total No. of Test Cylinders Made: 4 1851
Total Cubic Yards Placed: 5 Cement: NIA
Added Wate~ 10 Gallons Fly Ash: N/A
Weather Conditions:
Sunny & Hot
96
Time Sampled: 3:15 PM
Product Code:
Coarse A~gregate: N/A
~Vater: N/A
146 , Air Content: NIA
Air Temperature (F):
ht of Fresh Concrete:
lA 3 7/29/05 148 79,000 2794
lB 7 8/2/05 147 108,000 3819
lC 28 8/23/05 147 141,000 4986
1D 28 8/23/05 148 149,000 5269
Curing ASTM C-31 Test Method Cylinder Made By:
Slump ASTM C-143 ASTM C-39 & 231
Remarks: Tested concrete meets/exceeds required strength,
Very Truly Yours,
Sadik (SAM) AI-Musawe, M.Sc., Ph.D., P.E.
Civil & Environmental Engineer
Texas Registration Number: 61893
3000/28
Shear 3000/28
Shear 3000~28
Shear 3000~28
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.
This report only applies to the samples tested and does not necessarily represent identical or similar samples.
G:12OO51308txik51CpistrlCpistr71SF
SAM ENGINEERING & TESTING, L.P.
Serving The Geo-lndustry Since 1974 .~
1115 Luke Street, Suite 100
Irving, Texas 75061
Phone: (972) 790-1910 · FAX: (972) 790-0967
IN-PLACE DENSITY OF SOIL
CLIENT: JBP, LP
5301 Village Creek
Piano, TX75~uite A
PROJECT: The Pl~structure
Highwa~ 121 & Ridgemont
Lewisville & Coppell, TX
PROJECT #: 3OSTXIK5
ATTN: Neel Heckel
REPORT DATE: 8/24/05 TEST DATE:
TEST METHOD:ASTMD-2292 & 3017
*ASTM D698A - See Proctor Report for Details
Minimum Required Compaction = 95%
REPORT #: 17 PAGE 1 OF 1
SE&T TECHNICIAN:
8/22/05
All densities meet the minimum required values unless otherwise noted.
project and we trust that this report is satisfactory.
Very Truly Yours,
SAM Engineering & Testing, L.P.
note.~,hr been a pleasure to serve you on this
Sadik (SAM) AI-Musawe, M.Sc., Ph.D., P.E.
Civil & Environmental Engineer
Texas Registration Number: 61893
G:12005/308txik51DensitWOen17