SS9402-LR000205CLIENT: City Of Coppell
PROJECT: Bethel Road
WO No.: 00-1209
SOIL MOISTURE - DENSITY TEST REPORT
IN - PLACE TESTS BY NUCLEAR METHODS
WORK DATE: 02-05-00
REPORT NO.: 99-270.121
SPECIFICATIONS TEST DATA
Percent Compaction: 100% Date Tested: 02-05-00
Moisture Content (%): +3 Technician: R. Burtsell
MATERIAL REFERENCE CURVE DATA
MAX. DRY OPTIMUM
CURVE TEST MATERIAL DESCRIPTION DENSITY (pcf) 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, 03017, RESPECTIVELY
DRY MOISTURE % OF MAX
TEST LIFT OR LOCATION REF. DENSITY (%) DRY DENSITY
NO. ELEVATION CURVE (pcf~
1 3"d Lift Bethel Road - Station 18+00 1 109.3 18.1 103
2 3~ Lift Bethel Road - Station 20+00 1 106.1 18.2 100
3 3f~ Lift Bethel Road - Station 25+00 1 108.0 18.1 102
4 3® Lift Bethel Road - Station 30+00 1 107.0 16.2 101
5
6
7
8
10
11
12
13
14
15
16
17
18
]9
20
21
NUCLEAR GAUGE I.D.: 6161 STD. DENSITY COUNT: 2540
AN "R" AFTER THE TEST NUMBER INDICATE RETEST.
* INDICATES FAILURE TO COMPLY WITH PROJECT SPECIFICATIONS.
SOIL'[.~,.CH ENGINEERIF. I.G AND TESTING, INC.
Materials Testing Manager
2502 Gravel Drive · Fort Worth, Texas 76118 · 817.595 0064 telephone · 817.589.7279 metro · 817.595.0708 fax
STD. MOISTURE COUNT: 470