PA9901-LR000210 MOISTURE DENSITY "ELATIONS PA- ° C91 I-13C
ENGINEERING, INC.
a division of l
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Date of Service: 02/03/2000 Report No.: 0003565 Report Date
Client No.: 36503000 Project No.: 94001043 02/10/2000
Client: Hisaw & Associates Project: Wagon Wheel Park
Attn: Bill Morgan 154 S. State Road
3116 Callaway Dr, Suite 116
Carrollton TX 75006 Coppell, Texas
Services: Material sampled by technician for moisture density relations.
PROJECT DATA
CONTRACTOR: Hisaw DATE SAMPLED: 02/03/2000
TEST FOR: Proposed Select Fill SAMPLED BY: C. Cantwell
MATERIAL: Reddish brown clayey sand SAMPLE LOCATION: On -site material
TEST METHOD: ASTM D -698
REPORT OF TEST
MAXIMUM DRY DENSITY, pcf: 1 18.5 MOISTURE DENSITY RELATIONS
120
OPTIMUM MOISTURE CONTENT, %: 11.5
au v Ids c rve
Spec fic avi
REQUIREMENTS
118
LIQUID LIMIT: 23 Dry 0.00
Density
PLASTIC LIMIT: 18 (pcf)
PLASTICITY INDEX: 5 Range 4 - 15 116
114
Test results on this report meet project 112
11 1111 II hill
specifications as noted above.
7 9 11 13 15 17 1 9
MOISTURE CONTENT ( %)
Technician: Conan Cantwell
Report Distribution: yia,"Eni•I
(1) Hisaw &Associates
(1) City of Coppell - Engineering Dept. . Eric J. , eveland, 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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