Northlake 635(5)-LR000103MOISTURE DENSITY . '"ELATIONS
Date of Service:
Client No.:
Client:
Services:
12/28/1999
85229000
Transwestern Property Company
Attn: James Gaspard
12221 Merit Drive, 0450
Dallas TX 75251
CONTRACTOR:
PROJECT DATA
DATE SAMPLED:
Report No.: 9934666
Project No.: 94991456
Project: Coppell C
1221 S. B~
Coppell, ~1
12/28/1999
a division
8901 Carpenter Frwy., Suite #100
Dalla% Texas 75247
Report Date
01/03/2000
~rmnerce Center
;ltline (Bldg. A)
'exas
X~ST FOR: Select Fill
MATERIAL: Lt brown sand w/tan & brown
sandstone
TEST M~X~tOO: ASTM D-698
MAXIMUM DRY DENSITY, pct': 112.5
OPTIMUM MOISTURE CONTENT, %: 14.0
REQUIREMENTS
LIQUID LIMIT: 32
PLASTIC LIMIT: 17
Test results on this report meet project
specifications as noted above.
SAMPLED BY:
SAMPLE LOCATION:
REPORT OF TEST
R. Montgomery
Imported stoc
MOISTURE DENSIT~
~pile
RELATIONS
117 Zero air v fids c trve
Sp~c Lf~C C favit~
115 0.00
l)ens~ty
113
· ·
/ \
10 12 14 16 18 20 22
MOISTURE CO1~ ~ENT (%)
Technician: Roy Montgomery
Report Distribution:
(1) Transwestera Property Company
(1) O'Brien & Associates
(i) Technistructures, Inc.
(1) Butler Construction
(!) City of Coppell
(1) City of Coppell
~ E~ring, Inc.
This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the writte:
Paul D. Smith, P,E. ti
Seni ~r Project Engineer
~ approval of HBC Engineering, Inc.
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