SS9402-LR000215CLIENT: City Of Coppell
PROJECT: Bethel Road
WO No.: 00-1278
SOIL MOISTURE - DENSITY TEST REPORT
IN - PLACE TESTS BY NUCLEAR METHODS
WORK DATE: 02-15-00
REPORT NO.: 99-270.126
SPECIFICATIONS TEST DATA
Percent Compaction: 95% Date Tested: 02-15-00
Technician: ~. Burtsell
Moisture Content (%): ~ ~ ~
MATERIAL REFERENCE CURVE DATA
MAX. DRY OPTIMUM
CURVE TEST MATERIAL DESCRIPTION DENSITY (pc0 MOISTURE (%)
NO. METHOD
1 D698 t, ledium Brown Sandy Clay 106.0 18.0
2 D698 Dark Brown Clay 104.8 17.6
IN-PLACE TEST RESULTS
DENSITY AND MOISTURE TESTS ARE PER ASTM D2922, D3017, RESPECTIVELY
DRY MOISTURE % OF MAX.
REF. DENSITY
TEST LIFT OR LOCATION CURVE (%) DRY DENSITY
NO. ELEVATION (P~
1 Final ~ethel Road - Station 8+50 2 102.7 19.7 98
2 Final Bethel Road - Station 7+50 2 102.1 16.1 97
3 Final Bethel Road - Station 6+50 1 105.0 22.0 99
4 Final Bethel Road - Station 5+50 1 109.4 16.1 100+
5 Final Bethel Road - Station 4+50 1 108.9 16.9 100+
6 Final Bethel Road - Station 3+50 2 101.8 21.4 97
7 Final Bethel Road - Station 2+50 2 102.2 18.6 98
8 Final Bethel Road - Station 1+50 1 107.1 18.0 100+
10
11
12
14
15
NUCLEAR GAUGE I.D.: 6161 STD. DENSITY COUNT: 2453
AN "R*' AFTER THE TEST NUMBER INDICATE RETEST.
* INDICATES FAILURE TO COMPLY WITH PROJECT SPECIFICATIONS.
SOILTECH EN~I~EERI~I~ AND TESTING, INC.
"3ames M. Perdue
Materials Testing Manager
STD. MOISTURE COUNT: