Vista Ridge Retail-LR080219
LABORATORY COMPACTION CHARACTERISTICS OF SOIL
Report Number: 94071386.0026
Service Date: February 8, 2008
lrerracon
Client: United Commercial Devel
Attn:James M. Stabler
7001 Preston Rd Ste 500
Dallas TX 75205
8901 Carpenter Frwy, Ste #100
Dallas, Texas 75247
(214) 630-1010
Report Date: February 19, 2008
Project: Vista Ridge Retail Lots 6 & 7
NEC of 121 & Denton Tap Rd.
Coppell, TX
Material Information
Contractor: Lee Lewis
Source of Material: Import
Proposed Use: Select Fill
USCS: CL
Project Number: 94071386
Sample Information
Sampled By: Bradley W.Hatch
Sample Location: Stockpile
Sample Description: Light brown and tan clay, with sand
Laboratory Test Data
Test Procedure:
Test Method:
Sample Preparation:
Rammer Type:
Maximum Dry Unit Weight, pcf:
Optimum Water Content, %:
ASTM D 698
Method A
Moist Method
Mechanical
110.2
17.7
Liquid Limit:
Plastic Limit:
Plasticity Index:
% Passing #40:
% Passing #200:
Result
48*
17
31*
NA
77.9
Specifications
Maximum 35
Range 6 - 15
Moisture Density Relations
Zero Air Voids Curve for assumed specific gravity 2.65
110
109
'ij
.eo
10 106
0>
~ 107
"
=>
>-
'" 106
IDS
10'
IOJ
IJ "
15 16 11 m ~ ~ 21 ~ ~
W:ater content (%)
An asterisk (*) appears next to test results which do NOT meet the project specifications as noted above.
Services- Moisture-Density Relations
Reviewed by:
Report Distribution:
(1) United Commercial Devel
(1) O'Brien & Assoc
(1) Winkelmann & Assoc Inc
(1) City of Coppell TX
Terracon Rep: Bradley W.Hatch
A. Bulent Ethem, P.G.
Project Manager
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable
to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical
materials.
Page 1 of 1
06-BM$fR05-FulureKejl