ST9905DR-LR080827
FIELD DENSITY TESTING
Report Number: 94081124.0093
Service Date: August 13, 2008
lrerracan
8901 Carpenter Frwy, Ste #100
Dallas, Texas 75247
(214) 630-1010
Client:
City of Coppell TX
Attn: Rick O'Dell
Engineering Dept
PO Box 9478
Coppell TX 75019
Material Information
Report Date:
Project:
Project No.:
August27,2008
Bethel Road I - #ST 99-05
Roadway & Drainage Improvements
City Limit Line to Freeport Parkway
Coppell, TX
94081124
Descrip.tion and Classification
Dark brown sandy clay
Lab Test Data
Optimum Max. Lab
Water Dry Unit
Content Weight
(%) (pet)
19.0 104.7
Proiect Requirements
Material Laboratory
No. Test Method
1 811240030 ASTM 0 698
Field Test Data
Test
No.
Water
Content
(%)
0/+4
Minimum Dry
Unit Weight
(% compaction)
Test Location
Lift!
Elev.
Probe
Mat. Depth
No. (inches)
Water Dry Unit
Content Weight
(%) (pet)
95
Dry Unit
Weight
(% compaction)
Paving, Bethel Road & Royal
37 10'S&10'EofNWcorner Subgrade 1 6 15.6 102.0 97
3820'S&10'WofNEcorner Subgrade 1 6 14.9 101.7 97
39 40' S & 15' E of NW corner Subgrade 1 6 15.8 102.3 98
Comments:
Test results on this report meet project specification.
Services - Perform in-place density and moisture content tests to determine degree of compaction and material moisture
condition.
Field Test Method: ASTM 0-2922, ASTM 0-3017
Terracon Rep: Armando Rendon
Field Results Reported To: Contractor
Report Distribution:
(1) City of Coppell TX
(1) Tiseo Paving Company
Reviewed by:
Eric J. c~eland' P.E.
. Senior Pr ject Engineer
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test metho~s. This report is exclusive or 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 0.1 other apparently similar or identical
materials. .
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