SS9402-LR000207CLIENT: City Of Coppell
PROJECT: Bethel Road
WO No.: 00-1198
SOIL MOISTURE - DENSITY TEST REPORT
IN - PLACE TESTS BY NUCLEAR METHODS
WORK DATE: 02-07-00
REPORT NO.: 99-270.120
SPECIFICATIONS TEST DATA
Percent Compaction: 100% Date Tested: 02-07-00
Moisture Content (%): + Technician: R. Burtsell
MATERIAL REFERENCE CURVE DATA
MAX. DRY OPTIMUM
CURVE TEST MATERIAL DESCRIPTION DENSITY (pct) 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
DRY MOISTURE % OF MAX
REF DENSITY
TEST LIFT OR LOCATION CURVE (%) DRY DENSITY
NO. ELEVATION (pcf)
1 4~ Lift Bethel Road -Station 18+50 1 108,8 19.1 103
2 4th Lift Bethel Road - Station 20+00 1 107.6 18.9 102
3 4th Lift Bethel Road - Station 25+00 1 109.0 19.0 103
4 4th Lift Bethel Road - Station 30+00 1 108.2 19.2 102
5
6
7
8
9
10
11
12
13
14
15
NUCLEAR GAUGE I.D.: 6161 STD. DENSITY COUNT: 2402 STD. MOISTURE COUNT: 475
AN "R" AFTER THE TEST NUMBER INDICATE RETEST.
* INDICATES~ ,FA~ILURE TO COMPLY WITH PROJECT SPECIFICATIONS.
SOILT~y~.INF_F.~I..I'3~/~lD TESTING, INC.
James M. Perdue
Materials Testing Manager
2502 Gravel Drive · Fort Worth, Texas 76118 · 817.595 0064 telephone· 817.589.7279 metro · 817.595.0708 fax