ST9401-LR 980202CLIENT: S.J. Louis Construction
PROJECT: Denton Tap Road
REPORT DATE: 02/02/98
TMI REPORT NO.: Dc97-044-71
SPECIFICATIONS
Percent Compac~on: 95+
Moisture Content (%): Opt -2 to +5
TERRA-MAR, INC.
GEOTECHNICAL ENVIRONMENTAL AND MATERIALS ENGINEERS
DALLAS FORT WORTH HOUSTON LONGFIEW 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
4 ASTM D 698
TEST ELEVATION
NO. OR LIFt
1 1' B.G.
2 6" B.G.
3 Grade
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
Reddish Brown Sandy Clay
IN-PLACE TEST RESULTS
DENSITY AND MOISTURE TESTS ARE PER ASTM D2922, D3017, RESPECTIVELY
REF.
LOCATION
Denton Tap Road
Lateral at Northbound A-14
Lateral at Northbound A-14
Lateral at Northbound A-14
CURVE MOISTURE
TEST DATA
01/30/98
M. Kashem
OPTIMUM MAX. DRY
MOISTURE (%) DENSITY (pc/)
23.5 94.9
14.7 114.8
19.7 106.2
13.2 116.1
DRY %
DENSITY DENSITY
I 19.9 104.5 98.4
1 20.7 102.2 96.2
1 21.2 102.2 96.2
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.
2401
STD. MOISTURE COUNT: 598