Freeport NIP(2.2)-LR011213 (2)LABORATORY COMPACTION CHARACTERISTICS OF SOIL
Report N_u m be~r~,..e~204.0078
Serv.~ Decer~ber 6, 2001 8901(21Dallas,4) Carpenter630.1Texas01752470 Frwy., Suite #100
Cli~t: T~A North America, Inc. Report Date: December 13, 2001
~ Attn: Terry Raley/ Project: Sales Office & Warehouse Fac.
~ 1321 Valwood P~kway, Suite 440 Coppell, Texas
~l~Carr°llt°n 706 Project Number: 94011204
Matel~f~l lof-m~ation Sample Information
Contractor: Pacific Builders Sampled By: Tipton, Jessie
Source of Material:Off-site borrow Sample Location: Material stockpiled on jobsite for left
Proposed Use: Roadway Fill hand turn lane
Sample Description: Crushed concrete flexbase
Laboratory Test Data Result Specifications
Test Proceduro: ASTM D-698 Liquid Limit: 51
Test Method: ASTM D-698 Plastic Limit: 35
Sample Preparation: ASTM D-698 Plasticity Index: 16
Rammer Type: ASTM D-698 % Passing #200:
Maximum Dry Unit Weight, pcf: 116.7 ~ % Passing #40:
Optimum Water Content, %: 12.7 USCS:
Moisture Density Relations
Zero Air Voids Curve for assumed specific gravity 2.70
Services- Moisture-Density Relations
Technician: Jessie Tipton
Report Distribution: ~~ Inc.
(1) TNA North American, Inc. (1) FACServices Inc
(1) Carrell Peele & Yost Architecture (1) David Kent Reviewed by:
(1) R L Goodson Consulting Engineers (1) City of Coppell - BIdg Insp Eric J. Cleveland, P.E.
(1) Pacific Builders Inc (1) City of Coppell - Constr Insp Senior 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 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.
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