Gateway BP(1.4)-LR061117LABORATORY COMPACTION CHARACTERISTICS OF SOIL
Report Number: 94061357.0001
Service Date: October 23, 2006
Client: Hill Wilkinson LTD
Attn: Gene Fort
800 Klein Rd Ste 100
Plano TX 75074
Material Information
Contractor: Hill Wilkinson, LTD.
Source of Material: Native material
Proposed Use: Common Fill
USCS: CH
Laboratory Test Data
Test Procedure:
Test Method:
Sample Preparation:
Rammer Type:
Maximum Dry Unit Weight, pcf:
Optimum Water Content,
Services- Moisture Density Relations
(1) Hill Wilkinson LTD
(1) HaIffAssoc Inc
(1) City of Coppell TX
(1) Haverty Furniture Co Inc
L�
Z
ASTM D 698
Method A
Moist Method
Mechanical
95.4
22.8
96
F 94
I. 93
92
O
0
9,
90
89
72
19
Report Date: November 17)
Project: H ayerlernen Expansion
Gateway Blvd.
PO #14 -2155
Coppell, TX
Project Number: 94061357
Sample Information
Sampled By: Christopher D. Harbour
Sample Location: Building Pad
Moisture Density Relations
Zero Air Voids Curve for assumed specific gravity 2.70
23 21 22 27 24 26 26 27 26
Moisture Content (96)
Report Distribution: Terracon Rep: Christopher D. Harbour
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 consent of our company. 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.
Page 1 of 1
Sample Description: Medium brown clay w /sand
Result Specifications
Liquid Limit: 60
Plastic Limit: 28
Plasticity Index: 32
Passing #40: NA
Passing #200: 75.3
29
72
31
32
33 34
Reviewed by:
lierracon
8901 Carpenter Frwy, Ste #100
Dallas, Texas 75247
(214) 630 -1010
Hussein H. Abusaad, P.E.
Senior Project Manager
06SKSIR06.Fulure Key