Northlake 635(7)-LR061003Rone Engineering
8908 Ambassador Row, Dallas, TX 75247
4221 Freidrich Lane, Ste 195, Austin, TX 78744
7701 W Little York, Ste 600, Houston, TX 77040
Corporate Phone: (214) 630-0745
TICITY INDEX OF SOILS
PLAS
Client: Constructors & Associates
Mr. Bill Homrighausen
333 Welborn Street, Ste. 200
Dallas TX 7$219-$104
Report No.: 267516
Project No.: 0612080
Date of Service: 09/28/2006
Report Date: 10/03/2006
Project: CFC Building Addition
1333 Crestside
Services: Obtain a sample of material and bring back to the laboratory for testing to detetmine the liquid limit, plastic limit and the plasticity index.
PROJECT DATA
SAMPLE LOCATION: Ori Site
CONTRACTOR: CFC $ullding
SAMPLED BY: H. Tally
SOURCE OF MATERIAL: On Site
SAMPLE PREPARATION: Wet SOIL DESCRIPTION: Dark Brown Sandy Clay W/ Limestone
Fragments
TEST METHOD: ASTM D-4318
CLASSIFICATION:
REPORT OF TEST
LIQUID LIMIT DETERMINATION
LIQUID L[MIT: 54
PLASTIC LIMIT: 22 64
PLASTICITY INDEX: 32 62
Water
Content, w
60
58
56
Number or oiows
Technician: Heath Tally
Report Distribution:
(I) Constructors & Associates
(I) City of Coppell
(1) City of Coppell
one gin rin
Michael Cox, SET
Project Manager
LIMITATIONS: The test results presented herein were prepazed based upon the specific samples provided for testing. We assume no responsibility for vaziation in quality
(composition, appearance, etc.) or any other feature of similar subject matter provided by persons or conditions over which we have no control. Our letters and reports are
for the exclusive use of the clients to whom they are addressed and shall not be reproduced except in full without the written approval of Rone Engineering Services, Ltd.
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