SS9402-LR000114 SOIL MOISTURE - DENSITY TEST REPORT
IN - PLACE TESTS BY NUCLEAR METHODS
CLIENT: City of Coppell WORK DATE: 01-14-00
PROJECT: Bethel Road - Coppell REPORT NO.: 99-270.111
WE) No: 00-1107
SPECIFICATIONS TEST DATA
Percent Compaction: 95% Date Tested: 01-14-00
Moisture Content (%): Technician: J. Andrews
MATERIAL REFERENCE CURVE DATA
CURVE TEST MATERIAL DESCRIPTION MAX. DRY OPTIMUM
NO. METHOD DENSITY (pc0 MOISTURE (%)
I D698 Medium Brown 106.0 18.0
2
IN-PLACE TEST RESULTS
DENSITY AND MOISTURE TESTS ARE PER ASTM D2922, D3017, RESPECTIVELY
TEST LIFT OR LOCATION REF DRY DENSITY MOISTURE % OF MAX
NO. ELEVATION CURVE (pc0 (%) DRY DENSITY
1 l't Lift Station 15+25 - 4' south of center line 1 108.0 17.9 102
2 l't Lift Station 16+25 -8' south of center line 1 106.0 19.1 100
3 l't Lift Station 17+25 -7' south of center line 1 108.7 17.8 103
4 1 s~ Lift Station 14+80 -8' south of center line 1 108. 17.4 102
5 1 s~ Lift Station 13+50 -6' south of center line 1 106. 18.2 100
6 1'~ Lift Station 12+75 -10' south of center line 1 108. 17.6 102
7 1'~ Lift Station 11+50 -10' south of center line 1 106.1 18.6 100
8 Final Station 4+75 - 9' south of center line 1 108.5 18.1 102
9 Final Station 3+80 - 6' south of center line 1 108. 17.4 102
I 0 Final Station 2+80 - 5' south of center line 1 108.2 17.6 102
11 Final Station 1 +80 - 4' south of center line 1 107.1 17.7 101
12 Final Station 0+30 - 8' south of center line 1 107.7 18.0 102
13
14
15
16
17
18
19
20
21
NUCLEAR GAUGE I.D.: STD. DENSITY COUNT:
AN "R" AFTER THE TEST NUMBER INDICATE RETEST.
* INDICATES FAILURE TO COMPLY WITH PROJECT SPECIFICATIONS.
SOILTECH ENGINEERING AND TESTING, INC.
STD. MOISTURE COUNT:
James M. Perdue
Materials Testing Manager
2502 G ravel Drive · Fort Worth, Texas 76118 · 817.595 0064 telephone · 817.589.7279 metro · 817.595.0708 fax