Northlake 635(5)-LR020904LABORATORY COMPACTION CHARACTERISTICS OF SOIL
Report Number: 94021341.0001
Service Date: August 29, 2002
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8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
V 4 1 4) 630 -1010
Client: Transwestern Property Co Report Date: ember 2002
Attn: James L Gaspard ect: Parking Lot Expansion
5001 Spring Valley Road Ste 600 West 1234 Lakeshore
Dallas TX 75244 Coppell, TX
roject Number: 94021
Material Information
Contractor: ICI
Source of Material: On-site
Proposed Use: Paving
ar p ed By: Cuble, Barry M.
Sample Location: Native material stockpiled on jobsite
Sample Description: Med brown clay w /limestone
Laboratory Test Data
Test Procedure:
ASTM D 698
Test Method:
Method A
Sample Preparation:
Moist Method
Rammer Type:
Mechanical
Maximum Dry Unit Weight, pcf:
104.7
Optimum Water Content, %:
19.0
Services- Moisture - Density Relations
o o�
7 400
V
Report Distribution: HBC Engineering
(1) Transwestern Property Cc
(1) ICI Construction Inc Reviewed by:
(1) City of Coppell Engineering Hussein H. Abusaad, P.E.
Senior 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 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.
Technician: Barry M. Cuble
Result Specifications
Liquid Limit: 57
Plastic Limit: 26
Plasticity Index: 31
• Passing #200:
• Passing #40:
USCS:
Moisture Density Relations
Zero Air Voids Curve for assumed specific gravity 2.65
9 A Ir 16 16 1T N 19 21 91 11 9 1l Y '� 1f 'd 'E 9
Mdslur9 Cd119f11 ( %]
101
106
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101
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7A 56
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