Town Center L1B2-LR 990423MOISTURE DENSITY RELATIONS fDC
F.N ' D E "RING, INC.
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Date of Service: 04/10/1999
Client No.: 61201000
Client: North American Properties Southwest
Attn: John Maggiore
14990 Landmark Blvd, #300
Dallas TX 75240 -6729
REPORT OF TEST
Services: Material sampled by technician for moisture density relations.
PROJECT DATA
CONTRACTOR: Hill & Wilkinson DATE SAMPLED: 04/10/1999
TEST FOR: Subgrade SAMPLED BY: K. Fowler
MATERIAL: Red & brown sandy clay SAMPLE LOCATION: On -site parking
TEST METHOD: ASTM D -698
MAXIMUM DRY DENSITY, pef: 104.5
OPTIMUM MOISTURE CONTENT, %: 19,0
Technician: Keith Fowler
Report Distribution:
(1) North American Properties Southwest
(1) S. C. Companies
(1) Tom Thumb Stores Division
(1) Michael F. Twichell, Inc.
15 17 19 21 23 25 27
MOISTURE CONTENT ( %)
Engine g, Inc.
(1) Raymond L. Goodson, Jr. Engrs.
(1) Hill & Wilkinson, Inc. en Combs
(1) City of Coppell - Engr. Dept. Sr. CME Technician
uality Assurance Manager
113
109
Dry
Density
(pef)
105
Report No.: 9910231 Report Date
04/23/1999
Project No.: 94991134
Project: Tom Thumb
Denton Tap & Sandy Lake
Coppell, Texas
MOISTURE DENSITY RELATIONS
101
97
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.
06,14 Page I of 1