SS9402-LR000120CLIENT: City of Coppell
PROJECT: Bethel Road-Coppell
WO No.:
SOiL MOISTURE - DENSITY TEST REPORT
IN - PLACE TESTS BY NUCLEAR METHODS
WORK DATE: 01-20-00
REPORT NO.: 99-270.112
SPECiFiCATiONS TEST DATA
Percent Compaction: +100 Date Tested: 01-20-00
Moisture Content (%): +3 or -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 with gravel 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 1'~ Lift Bethel Road - Station 24+50 1 105.9 18.1 100
2 1s~ Lift Bethel Road - Station 23+50 1 106.0 20.7 100
3 1 st Lift Bethel Road - Station 22+50 1 105.6 20.5 100
4 1s~ Lift Bethel Road - Station 21+00 1 105.8 20.1 100
5 2°d Lift Bethel Road - Station 19+50 1 106.1 20.0 100
6 2~d Lift Bethel Road ~ Station 18+50 1 105.9 19.8 100
7 3~d Lift Bethel Road - Station 17+00 1 106.2 19.1 100
§ 3"d Lift Bethel Road - Station 16+00 I 109.1 18.4 100+
9 3,d Lift Bethel Road - Station 15+25 I 109.0 17.7 100+
l0
11
12
13
14
15
16
17
18
19
20
21
NUCLEAR GAUGE I.D.: 6161 STD. DENSITY COUNT: 2452
AN "R" AFTER THE TEST NUMBER INDICATE RETEST.
* INDICATES FAILURE TO COMPLY WITH PROJECT SPECIFICATIONS.
SOILTECH ENGINEERING AND TESTING, INC.
Ja/fnes M. Perdue
"~tiaterials Testing Manager
STD. MOISTURE COUNT: 472