Town Center L1B2-LR 990511MOISTURE DENSITY RELATIONS f 1�
INGINF.ERING, INC.
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Date of Service: 04/30/1999
Client No.: 61201000
Client: North American Properties Southwest
Attn: John Maggiore
14990 Landmark Blvd, #300
Dallas TX 75240 -6729
Report No.: 9912164 Report Date
05/11/1999
Project No.: 94991134
Project: Tom Thumb
Denton Tap & Sandy Lake
Coppell, Texas
Services: Material sampled by technician for moisture density relations.
PROJECT DATA
CONTRACTOR: Hill & Wilkinson DATE SAMPLED: 04/30/1999
TEST FOR: Select Fill SAMPLED BY R. Montgomery
MATERIAL: Lt & med brown clayey sand SAMPLE LOCATION: Imported stockpile
TEST METHOD. ASTM D -698
REPORT OF TEST
MAXIMUM DRY DENSITY, pcf: 119.0
OPTIMUM MOISTURE CONTENT, %: 15.0 123
REQUIREMENTS
121
LIQUID LIMIT: 23 Dry
PLASTIC LIMIT: 15 Density
(Pen
PLASTICITY INDEX: 7 Range 6 - 15 119
MOISTURE DENSITY RELATIONS
117
Test results on this report meet project 115
specificiations as noted above.
1'echnician: Roy Montgomery
Report Distribution:
(1) North American Properties Southwest
(1) S. C. Companies
(1) Tom Thumb Stores Division
(1) Michael F. Twichell, Inc.
10 12 14 16 15 �u
MOISTURE CONTENT ( %)
ineering,
(1) Raymond L. Goodson, Jr. Emirs.
(1) Hill & Wilkinson, Inc. Ken Combs
(1) City of Coppcll - Engr. Dept. Sr. CME Technician
Quality Assurance Manager
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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