Northpoint Dr-LR020320LABORATORY COMPACTION CHARACTERISTICS OF SOIL
Report Number: 94021061.0004
Service Date: March 11, 2002
8901 Carpenter Fnt~y., Suite #100
Dalles, Texas 75247
(214) 630-1010
Client: Transwestem Commercial Services
Attn: Jim Gaspard
5001 Spring Valley Rd Suite 600W
Dallas TX 75244
Report Date: Mamh 20, 2002
Project: Northpoint Drive &
Associated Utilities
Coppell, Texas
Project Number: 94021061
Material Information
Contractor: Glenn Thurman, Inc.
Source of Material:Utility Line
Proposed Use: Utility Backfill
Laboratory Test Data
Test Procedure:
Test Method:
Sample Preparation:
Rammer Type:
Maximum Dry Unit Weight, pcf: 117.0
Optimum Water Content, %: 11.8
Sample Information
Sampled By: Rengstorff, Brad
Sample Location: At Sta. 3+00
Sample Description: Reddish brown silty clayey sand
Result Specifications
ASTM D 698 Liquid Limit: 25
ASTM D 695 Plastic Limit: 17
ASTM D 698 Plasticity Index: 8
ASTM D 698 % Passing #200:
% Passing ~40:
USCS:
Moisture Density Relations
Zero Air Voids Curve for assumed specific gravity 265
Services- Moisture-Density Relations
Technician: Brad Rengstorff
Report Distribution:
(1) Transwestern Commercial Services
(1) Glenn Thurman Inc
(1) Halff Associates
(1) City of Coppell - Engineering
HBC Engi
(1) City of Coppell - Bid§ Insp
(t) State Farm Insurance Reviewed by:
(1) Moss Construction Eu0ene Harbour
Principal
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 bo reproduced except in full without the written approval of Terrocon. Test results transrniffed 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.
LABORATORY COMPACTION CHARACTERISTICS OF SOIL
Report Number: 94021061.0005
Service Date: March 11,2002
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
(214) 630-1010
Client: Transwestern Commercial Services
Attn: Jim Gaspard
5001 Spring Valley Rd Suite 600W
Dallas TX 75244
Report Date: March 20, 2002
Project: Northpoint Drive &
Associated Utilities
Coppell, Texas
Project Number: 94021061
Material Information
contractor: Glenn Thurman, Inc.
Source of Material: Utility Line
Proposed Use: Utility Backfill
Laboratory Test Data
Test Procedure:
Test Method:
Sample Preparation:
Rammer Type:
Maximum Dry Unit Weight, pcf: 115.6
Optimum Water Content, %: 12.6
Sample Information
Sampled By: Rengstorff, Brad
Sample Location: At Sanitary Sewer, Sta. 1+00
Sample Description: Brown silty clayey sand
Result
ASTM D 698 Liquid Limit: 30
ASTM D 698 Plastic Limit: 16
ASTM D 698 Plasticity index: 14
ASTM D 698 % Passing #200:
% Passing #40:
USCS:
Moisture Density Relations
Zero Air Voids Curve for assumed specific gravity 2~65
Specifications
Services- Moisture-Density Relations
Technician: Brad Rengstodf
Report Distribution:
(1) Transwestern Commercial Services
(1) Glenn Thurman Inc
(1) Halff Associates
(1) City of Coppell - Engineering
(1) City of Coppell - Bldg Insp
(1) State Farm Insurance
(1) Moss Construction
Reviewed by:
Principal
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 approval of Terracon. 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.