ST9401-LR 980130 (2)CLIENT: S.J. Louis Construction
PROJECT: Denton Tap Road
REPORT DATE: 01/30/98
TMI REPORT NO.: Dc97~044-69
SPECIFICATIONS
Percent Compaction: 95+
Moisture Content (%): Opt -2 to +5
~TERRA-MAR, INC. ~
GEOTECHNICAL ENVIRONMENTAL AND MATERIALS ENGINEERS
DALLAS FORT WORTH HOUSTON LONGFlEW LUBBOCK AUSTIN
11050 Ables Lane, Dallas, Texas 75229 Phone:972-488-8800
SOIL MOISTURE -DENSITY TEST REPORT
IN-PLACE TESTS BY NUCLEAR METHODS
DISTRIBUTION:
S. J. Louis Construction - Bruce Shear
City of Coppell - Garth Campbell
CURVE TEST
NO. METHOD
2 ASTM D 698
3 ASTM D 698
1 ASTM D 698
Date Tested:
Technician:
MATERIAL REFERENCE CURVE DATA
MATERIAL DESCRIPTION
Tan Sandy Clay with Limestone Fragments
Tannish Sandy Clay with Gravel
Brown Sandy Clay with Gravel
TEST DATA
01/28/98
M. Kashem
OPTIMUM
MOISTURE (%)
23.5
14.7
19.7
TEST ELEVATION
NO. OR LIFT
IN-PLACE TEST RESULTS
DENSITY AND MOISTURE TESTS ARE PER ASTM D2922, D3017, RESPECTIVELY
REF. % DRY
LOCATION CURVE MOISTURE DENSITY
MAX. DRY
DENSITY (pet'}
94.9
114.8
106.2
%
DENSITY
1 1' B.G.
2 .5' B.G.
3 Grade
4 1' B.G.
5 .5' B.G.
6 Grade
7 2' B.G.
8 Grade
Lateral at Southbound A-5
Lateral at Southbound A-5
Lateral at Southbound A-5
Lateral at Southbound A-8'<
Lateral at Southbound A-8 ( -"D (¢~
Lateral at Southbound A-8~
Lateral at Southbound A-11
Lateral at Southbound A-11
2 24.3 94.3 99.4
3 16.0 110.6 96.3
3 16.4 111.9 97.5
1 20.0 105.5 99.3
3 15.8 109.7 95.6
3 16.1 111.4 97.0
3 15.6 110.8 96.5
3 15.3 110.6 96.3
GAUGE I.D.: 10903 STD. DENSITY COUNT:
"R" AFTER TEST NUMBER INDICATES RETEST.
* INDICATES FAILURE TO COMPLY WITH PROJECT SPECIFICATIONS
REMARKS:
Note: This report is for the exclusive use of the Client addressed.
This report may not be reproduced except in its entirety, without
the written consent of TMI. Results apply only to above tests.
2399
STD. MOISTURE COUNT: 601
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