SS9402-LR000203CLIENT: City Of Coppell
PROJECT: Bethel Road
WO No: 00-1167
SOIL MOISTURE - DENSITY TEST REPORT
IN - PLACE TESTS BY NUCLEAR METHODS
WORK DATE: 02-04-00
REPORT NO: 99-270117
SPECIFICATIONS TEST DATA
Percent Compaction: 100% Date Tested: 02-03-99
Moisture Content (%): +3 Technician: R. Burtsell
MATERIAL REFERENCE CURVE DATA
MAX. DRY OPTIMUM
CURVE TEST MATERIAL DESCRIPTION DENSITY (pc0 MOISTURE (%)
NO METHOD
1 D698 Medium Brown Sandy Clay 106.0 18.0.
2
IN-PLACE TEST RESULTS
DENSITY AND MOISTURE TESTS ARE PER ASTM D2922. D3017. RESPECTIVELY
CRY MOISTURE % OF MAX.
REF DENSITY
TEST LIFT OR LOCATION CURVE (%) DRY DENSITY
NO, ELEVATION (pcf)
1 Final Bethel Road Station 9+75 1 103.3 18.0 97*
2 Final Bethel Road Station 25+75 1 106.3 20.9 100
3 Final Bethel Road Station 26+75 1 107,2 16.8 101
4 Final Bethel Road Station 27+75 1 106.1 18.4 100
5
NUCLEAR GAUGEID: 6161 STD DENSITY COUNT: 2451 STD. MOISTURE COUNT: 485
AN "R" AFTER THE TEST NUMBER INDICATE RETEST.
* INDICATES FAILURE TO COMPLY WITH PROJECT SPECIFICATIONS.
SOILTECH ENGINEERING AND TESTING, INC.
2502 Gravel Drive · Fort Worth, Texas 76118 · 817.595 0064 telephone · 817.589.7279 metro · 817.595.0708 fax