Northpoint Dr-LR020520LABORATORY COMPACTION CHARACTERISTICS OF SOIL
Report Number: 94021061.0034
Service Date: May 14, 2002
Client: Transwestem Commercial Services
Attn: Jim Gaspard
5001 Spdng Valley Rd Suite 600W
Dallas TX 75244
Report Date: May 20, 2002
Project: Northpoint Drive &
Associated Utilities
Coppell, Texas
Project Number: 94021061
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
(214) 63O-lOlO
Material Information
Contractor:. Glenn Thurman, Inc.
Source of Material:On-site
Proposed Use: Paving Subgrade
Laboratort~ Test Data
Test Procedure:
Test Method:
Sample Preparation:
Rammer Type:
Maximum Dry Unit Weight, pcf: 92.1
Optimum Water Content, %: 25.3
Sample Information
Sampled By: Green, Phil
Sample Location: Native material - Sta. 7+50
Sample Description: Med brown clay (lime treated)
Result Specifications
ASTM D 698 Liquid Limit: 60
ASTM D 698 Plastic Limit: 45
ASTM D 698 Plasticity Index: 15
ASTM D 698 % Passing #200:
% Passing #.40:
USCS:
Moisture Density Relations
Zero Air Voids Curve for assumed specir~c gravity 2.65
Services- Moisture-Density Relations
Technician: Phil Green
Report Distribution:
(1) Transwsstern Commercial Services
(1) Glenn Thurman Inc
(1) Haiff Associates
(1) City of Coppell - Engineering
(1) City of Coppell - Bidg Insp
(1) State Farm Insurance
(1) Moss Construction
Reviewed by:
HBC.~ng
Eugene Hed3our
Pd~r~
The tests were pen'ormed in general accordance with applicable ASTM, AASHTO, or DOT test mothods. This report is exclusively for the use of the
indicated sixwe and shall not be reproduced excep~ in full without the written approval of Teffacon. Tsst rssults transmitted herein are on{y app'.able
to lhe actual ssrnplss 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
LABORATORY COMPACTION CHARACTERISTICS OF SOIL
Report Number: 94021061.0035
Service Date: May 14, 2002
Client: Tmnswestem Commercial Services
Attn: Jim Gaspard
5001 Spring Valley Rd Suite 600W
Dallas TX 75244
Report Date: May 20, 2002
Project: Northpoint Drive &
Associated Utilities
Coppell, Texas
Project Number: 94021061
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
(214) 630-1010
Material Information
contractor:. Glenn Thurman, Inc.
Source of Material:On-site
Proposed Use: Paving Subgrade
Laboratory Test Data
Test Procedure:
Test Method:
Sample Preparation:
Rammer Type:
Maximum Dry Unit Weight, pcf: 104.0
Optimum Water Content, %: 17.9
ASTM D 698
ASTM D 698
ASTM D 698
ASTM D 698
Sample Information
Sampled By: Green, Phil
Sample Location: Native materail - Sta. 19+50
Sample Description: Med brown clay (lime treated)
Liquid Limit:
Plastic Limit:
Plasticity Index:
% Passing #200:
% Passing #40:
USCS:
Moisture Density Relations
Zero Air Voids Curve for assumed specific gravity 2.65
Result Specifications
4O
27
13
Services- Moisture-Density Relations
Technician: Phil Green
Report Distribution:
(1) Transwestem Commercial Services
(1) Glenn Thurman IRc
(1) Halff Associates
(1) City of Coppell - Bldg Insp
(1) State Farm Insurance
(1) Moss Constru~ion
Reviewed by:
HBC Engin7
Eugene Ha~tx)ur
(1) City of Coppell - Engineering Principal
The tssts ware perfmmed In general accordance with applicaote ASTM, AASHTO, or DOT test mothods. This report ia e~cfusi~siy fo~ the ues of the cr~ont
indicated above and shall not be reproduced except In full without the written approval of Tarrecml. Test results transmitted herein are only applicable
to the actual samples tested at the location(s) referenced and are not'nece~-~----flly indicative of the properties of other apparently similar or identical
materials.
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