ST0003-LR080807FIELD DENSITY TESTING Irerracon
Report Number: 94081163.0015
Service Date: August 7, 2008 8901 Carpenter Frwy, Ste #100
Dallas, Texas 75247
(214) 630 -1010
Client: Report Date: August 14, 2008
City of Coppell TX Project: Coppell Road - #ST00 -03
Attn: Albert Samaniego Sandy Lake Road to
Engineering Dept Cooper Lane
PO Box 9478 Coppell, TX
Coppell TX 75019 Project No.: 94081163
Material Information
Lab Test Data
Proiect Requirements
Dry Unit
Optimum
Max. Lab
Mat. Depth
Content
Weight
Water
Dry Unit
Water
Minimum Dry
Material Laboratory
Content
Weight
Content
Unit Weight
No. Test Method Description and Classification
N
(pcf)
N
( % compaction)
1 811630007 ASTM D 698 Tan and gray sandy silty clay
14.1
116.1
0/ +4
95
Field Test Data
Probe
Water
Dry Unit
Dry Unit
Test Lift/
Mat. Depth
Content
Weight
Weight
No. Test Location Elev.
No. (inches
N
(pcf)
(% compaction)
12" Water Line
30 Main on Coppell Road, Sta. 22 +37 1' BFG
1 6
16.4
112.2
97
Datum: BFG = below final grade
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 D -2922, ASTM D -3017
Terracon Rep: Julio R. Perez
Field Results Reported To: Contractor
Report Distribution:
(1) City of Coppell TX
(1) Huitt Zollars Inc
(1) Tiseo Paving Company
Reviewed
Eric I Cleveland, P.E.
3eniof Project Engineer
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.
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