DR0501-LR060522LAWRENCE ENGINEERING
ENVIRONMENTAL - GEOTECHNICAL - CONSTRUCTION MATERIALS TESTING
12500 Schroeder Suite B Dallas, Texas 75243 Phone (972) 497 -9100 Fax (972) 497 -9108
SOIL MOISTURE - DENSITY TEST REPORT
IN -PLACE TESTS BY NUCLEAR METHODS (ASTM D 2922)
CLIENT: City of Coppell DISTRIBUTION.
PROJECT: Wagon Wee, Park -/ ��/ Larry Davis - City of Coppell
LE REPORT #. C06- 0401 - 8 v John Elias - City of Coppell
REPORT DATE: 5/22/06
SPECIFICATIONS 1 TEST DATA
Compaction 95 Date Tested 5/19/06
% Moisture -2/ +4 Technician Alex Maya
MATERIAL REFERENCE CURVE DATA
CURVE
NO
TEST
METHOD
MATERIAL DESCRIPTION
OPTIMUM
MOISTURE
MAX. DRY
DENSITY
494
D698
Brown clay with traces of light red sandstone
22.0
977
1
Final
Backfill top of pipe of line "G"
Sta 1 + 50
494
TEST
NO
ELEVATION
OR LIFT
LOCATION
REF
CURVEIMOISTURE
%
DRY
DENSITY
MOISTURE
DEVIATION
%
DENSITY
1
Final
Backfill top of pipe of line "G"
Sta 1 + 50
494
222
961
+ 02
984
- DOES NOT COMPLY WITH PROJECT SPECIFICATIONS
Notes
Note. This report is for the exclusive use of)X addressed
This report may not be reproduced exce i s nt' ety, without
the written consent o f LE Results a to ve tests.
LAWRENCE ENGINEER 49G
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