Amberpoint BP 2-LR021007LABORATORY COMPACTION CHARACTERISTICS OF SOIL ~ e.rn~~iit:Ra~
Report Number: 94021380.0002 -~
Service Date: October 3, 2002 ~ ~ `~~ 8901 Carpenter Frwy., suite 5100
I/ Dallas, Texas 75247
(214)630-1010
Client: Transwestem Commercial Services Re e: O bet 07, 2002
Attn: James Gaspard Project: s
5001 Spring Valley Rd Ste 600W ~~ 01 Northpoint
Dallas TX 75244 ~ ~~ ~ ~ ~'/~ Coppell TX
~I Pro Numbe • 21380
Materiallnformation Sample /nformation
Contractor: Hill 8 Wilkinson Sampled By: Montgomery, Roy T.
Source of Material:On-site Sample Location: Native material =Building Pad, 0 to 8
Proposed Use: Common Fill feet
Sample Description: Lt & med brown silty clay w/sand
Laboratory Test Data Resuk Specifications
Test Procedure: ASTM D 898 Liquid Limit: 44
Test Method: Method A Plastic Limit: 20
Plasticity Index: 24
Sample Preparation. Moist Method
Rammer Type: Mechanical ~o Passing #200:
Maximum Dry Unit Weight, pcf: 108.0 % Passing #40:
Optimum Water Content, ~: 16.0 USCS:
Moisture Density Relations
Zero Air Vows Curve for assumed specific grevily 2.65
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Services- Moisture-Density Relations
Technician: Roy T. Montgomery
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Report Distribution: HBC Engj~`ing
(1) Transweatern Commercial services (1) CIH ~ ~PPeu - ~D losp ~jl~
(1) HGI b Willainson, Ltd. (1) City of Coppsll - Constr Inap Reviewed by: fy
(1) O'Brien b Associates (1) HBC Engineerirq Eugene Hatboro
(1) TaehniStrudures
Principal
The tests were performed to generel accordance with applicable ASTM, AASHTO, w DOT test methods. This repel is exclusively for the use of the client
indiceted above and shall rxrt be reproduced except in full without the written approval of Terracon. Test results transmitted herein are only applcable
to the actual samples tested at the location(s) referenced and are not necessarlty indicative of the properties of other apparentry similar or identical
materials.
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