ST9401-LR 980130 ~I"TERRA-MAR, INC.
GEOTECHNICAL ENVIRONMENTAL AND MATERIALS ENGINEERS
D,4LL4S FORT WORTH HOUSTON LONGVIEW LUBBOCK ,4USTIN
11050 Ables Lane, Dallas, Texas 75229 Phone:972-488-8800
SOIL MOISTURE -DENSITY TEST REPORT
IN-PLACE TESTS BY NUCLEAR METHODS
CLIENT: S.J. Louis Construction
PROJECT: Denton Tap Road
REPORT DATE: 01/30/98
DISTRIBUTION:
S. J. Louis Construction - Bruce Shear
City of Coppoll - Garth Campbell
TMI REPORT NO.: Dc97-044-70
SPECIFICATIONS
Percent Compaction: 95+
Moisture Content (%): Opt -2 to +5
MATERIAL REFERENCE CURVE DATA
CURVE TEST
NO. METHOD
2 ASTM D 698
3 ASTM D 698
I ASTM D 698
4 ASTM D 698
TEST ELEVATION
NO. OR LIFT
TEST DATA
Date Tested: 01/29/98
Technician: M. Kashem
OPTIMUM MAX. DRY
MATERIAL DESCRIPTION MOISTURE (%) DENSITY (pet)
Tan Sandy Clay with Limestone Fragments 23.5 94.9
Tannish Sandy Clay with Gravel 14.7 114.8
Brown Sandy Clay with Gravel 19.7 106.2
Reddish Brown Sandy Clay 13.2 116.1
IN-PLACE TEST RESULTS
DENSITY AND MOISTURE TESTS ARE PER ASTM D2922, D;}017, RESPECTIVELY
REF. % DRY %
LOCATION CURVE MOISTURE DENSITY DENSITY
21.4 101.3 95.4
20.5 102.3 96.3
20.0 101.1 95.2
21.2 102.1 96.1
21.9 101.1 95.2
20.2 102.9 96.9
14.2 113.1 97.4
13.9 113.9 98.1
14.3 113.5 97.8
1 2' B.G.
2 1' B.G.
3 Grade
4 2' B.G.
5 I'B.G.
6 Grade
7 2' B.G.
8 1' B.G.
9 Grade
Denton Tap Road
1
Lateral at Southbound A-13 1
Lateral at Southbound A-19 ~ d~'
Lateral at Southbound A-19 4
Lateral at Southbound A-19 4
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.
2418
STD. MOISTURE COUNT: 585