Freeport NIP(2.2)-LR010824LABORATORY COMPACTION CHARACTERISTICS OF SOIL
ENC~ N EEI~tNG, INC.
8901 Carpenter Frwy., Suite #100
Report N u~_2_ .O~ Dallas,
Texas
75247
Serv~?~e~D_ a_te~... Aug.ust 2.4., .~f (2,4) 63O-lOlO
Project: Sales Office & Warehouse Fac.
~r3.24=V, aWC~d Parkway, Suite 440 Coppell, Texas
Carrollton TX 75006
Project Number: 94011204
Material Information Sample Information
Contractor: Pacific Builders Sampled By: Tipton, Jessie
Source of Material:Off-site borrow Sample Location: Material stockpiled on jobsite
Proposed Use: Select Fill - Building Pad
Sample Description: Reddish tan clayey sand
Laboratory Test Data Result Specifications
Test Procedure: ASTM D-698 Liquid Limit: 41' Maximum 35
Test Method: ASTM D-698 Plastic Limit: 23
Sample Preparation: ASTM D-698 Plasticity Index: 18' Range 5 - 15
Rammer Type: ASTM D-698 % Passing #200:
Maximum Dry Unit Weight, pcf: 107.0 % Passing #-40:
Optimum Water Content, %: 12.0 USCS:
Moisture Density Relations
¢i/~~,~ "~0(~~'!,~ Zer° Air V°ids Curve f°r assumed specific grality 2'65} *'~
x /
An asterisk (*) appears next to test results which do NOT meet the project specifications as noted above.
Services- Obtain a sample of backfill at the project site and return it to the laboratory. Prepare and test the sample for
Moisture-Density Relation and Atterberg Limits.
Technician: Jessie Tipton
Report Distribution:
(1) TNA North American, Inc. (1) FACServices Inc
(1) Carrell Poole & Yost Architecture (1) David Kent Reviewed by:
(1) R L Goodson Consulting Engineers (1) City of Coppell - BIdg Insp ~ric 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 apparenfiy similar or identical
materials.
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