PA9901-LR000404 MOISTURE DENSITY l 'LATIONS
ENGINEERING, INC.
a division of lrerracan
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Date of Service: 03/24/2000 Report No.: 0008032 Report Date
Client No.: 36503000 Project No.: 94001043 04/04/2000
Client: Hisaw & Associates Project: Wagon Wheel Park
Attn: Bill Morgan 154 S. State Road
3116 Kellway Dr, Suite 116
Carrollton TX 75006 Coppell, Texas
Services: Material sampled by technician for moisture density relations.
PROJECT DATA
CONTRACTOR: Hisaw & Associates DATE SAMPLED: 03/24/2000
TEST FOR: Parking Lot Subgrade SAMPLED BY: B. Rengstorff
MATERIAL: Dk brown sandy clay (lime treated) SAMPLE LOCATION: On -Site
TEST METHOD: ASTM D -698
REPORT OF TEST
MAXIMUM DRY DENSITY, pef: 98.0 MOISTURE DENSITY RELATIONS
102 Zero air vvppids c rve
OPTIMUM MOISTURE CONTENT, % 21,5 Specific dravit}�
100
0.00
LIQUID LIMIT: 47 Dry
Density
PLASTIC LIMIT: 30 (pct)
98
PLASTICITY INDEX: 17
96
94
15 17 19 21 23 25 27
MOISTURE CONTENT ( %)
Technician: Brad Rengstorff _4 • rig, nc.
Report Distribution: ///
(I) Hisaw & Associates
(1) City of Coppell - Engineering Dept. Eric J. Cle eland, P.E.
Senior Project Engineer
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 HBC Engineering, Inc.
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