Valley R Baptist 2-LR020730LABORATORY COMPACTION CHARACTERISTICS OF SOIL ^ran.
Report Number: 94021265.0005 8901 ripMc
8901 Carpenter Frwy., Suite #100
Service Date: July 23, 2002 Dallas, Texas 75247
(214) 630 -1010
Client: Valley Ranch Baptist Church Report Date: July 30, 2002
Attn: Robert Feille Project: Valley Ranch Baptist Church
1501 East Belt Line Road 1501 East Belt Line Rd
Coppell TX 75019 Coppell, TX
Project Number: 94021265
Material Information
Contractor: Rogers- O'Brien Construction Co
Source of Material: On-site
Proposed Use: Paving Subgrade
Laboratory Test Data
Test Procedure:
Test Method:
Sample Preparation:
Rammer Type:
Maximum Dry Unit Weight, pcf:
Optimum Water Content, %:
Sample Information
Sampled By: Hughes, Bryan C.
Sample Location: SW Parking
Sample Description: Med brown clay w /sand
Result
ASTM D 698
Liquid Limit: 56
Method A
Plastic Limit: 28
Moist Method
Plasticity Index: 28
Mechanical
% Passing #200:
103.9
% Passing #40:
18.2
USCS:
Moisture Density Relations
Zero Air
Voids Curve for assumed specific gravity 2.65
,m
m,
,m
a
v
8 m
b
9r
0
9i
13 IJ Ir ,6 K n �e o r •
Moistu•e Co�rt�ntlN)
Specifications
Services- Moisture- Density Relations
Technician: Bryan C. Hughes
Report Distribution: HBC Engineering
(1) Rogers- O'Brien Construction Co. (1) City of Coppell - Constr Insp ` A t
(1) Brockette Davis Drake Inc (1) City of Coppell Building Inspector Reviewed by:
(1) HKS Inc Hussein H. Abusaad, P.E.
(1) Valley Ranch Baptist Church
Senior Project Manager
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 apparently similar or identical
materials.
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