Coppell BC3-LR001129MOISTURE DENSITY? ELATIONS
,~ division of'lllmae~
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Date of Service:
Client No.:
Client:
11/20/2000
1332
Constructors & Associates
Attn: Mikc Donnelly
3333 Welbom St Suite 200
Dallas TX 75219
Report No.: 0030291
Project No.: 94001487
Project: Charles Schwab
217 Wrangler
Coppell, Texas
Report Date
11/29/2000
Services: Material sampled by technician for moisture density relations.
CONTRACTOR:
TEST FOR:
MATERIAL:
Proposed Select Fill
Reddish brown clayey sand
TESTMETHO~}: ASTM D-698
PROJECT DATA
DATE SAMPLED: 1 1/20/2000
SAMPLED BY: P. Green
SAMPLE LOCATION: On-site, in-place
MAXIMUM DRY DENSITY, pc.f: 114.5
OPTIMUM MOISTURE CONTENT, %: 13.0
REQUIREMENTS
LIQUID LIMIT: 28
PLASTIC LIMIT: 19
PLASTICITY INDEX: 9 Range 6 - 15
Test results on this report meet project
specifications as noted above.
REPORT OF TEST
MOISTURE DENSITY RELATIONS
Zernair v. lids cl trve
Specftc G ravit~
0.00
/
/ ,
/
118
116
Density
(pcf)
114
112
110
8 10 12 14 16 18 20
MOISTURE CONTENT (%)
Technician: Phil Green
Report Distribution:
(1) Constructors & Associates
(1) City of Coppell - Constr. lnsp.
(1) City of Coppell - Bldg. Insp.
Eric J. Cleveland, P.E.
Senior Project Engineer
06SS
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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