Amberpoint BP-LR020326LABORATORY COMPACTION CHARACTERISTICS OF SOIL
Report Number: 94021029.0134
Service Date: March 16, 2002
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
(214) 630-1010
Client: Transwestem Commercial Services
At"tn: Jim Gaspard
5001 Spring Valley Rd. Suite 600W
Dallas TX 75244
Report Date: March 26, 2002
Project: Amberpoint Building No. 1
Amberpoint Bus. Pk. (~ Coppell
Coppell, Texas
Project Number: 94021029
Material Information
contractor: Hill & Wilkinson
Soume of Material:On-site
Proposed Use: Building Subgrade
Laboratory Test Data
Test Procedure:
Test Method:
Sample Preparation:
Rammer Type:
Maximum Dry Unit Weight, pcf: 102.7
Optimum Water Content, %: 17.6
ASTM D 698
ASTM D 698
ASTM D 698
ASTM D 698
Sample Information
Sampled By: Rengstorff, Brad
Sample Location: Building pad, 2' overburden, grid line
C/8,5
Sample Description: Brownish red clayey sand (lime treated)
Result Specifications
Liquid Limit:
Plastic Limit:
Plasticity Index:
% Passing #200:
% Passing #40:
USCS:
Moisture Density Relations
Zero Air Voids Curve for assumed specific gravity 2.65
45
28
17
Services- Moisture-Density Relations
Technician: Brad Rengstorff
Report Distribution:
(1) Transwestern Commercial Services
(1) O'Brien & Associates Inc
(1) TechniStructures Inc
(1) City of Coppell - Constr Insp
(1) City of Coppell - Bldg Insp
(1) Hill & Wilkinson Ltd
(1) Halff Associates
(1) State Farm Insurance
Reviewed by:
HBC Engineering
Eugene I.~rbour
Principal
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively far the use of the client
indicated above and shall not bo 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.