SS9402-LR000113CLIENT: City of Coppell
PROJECT: Bethel Road-Coppell
WO No: 00-1069
SOIL MOISTURE - DENSITY TEST REPORT
IN - PLACE TESTS BY NUCLEAR METHODS
WORK DATE: 01-13-00
REPORT NO.: 99-270.110
SPECIFICATIONS TEST DATA
Percent Compaction: 95% Date Tested: 61-13-00
Moisture Content (%): Techn clan: J. Andrews
MATERIAL REFERENCE CURVE DATA
CURVE TEST MATERIAL DESCRIPTION MAX. DRY OPTIMUM
NO METHOD DENSITY (pcf) MOISTURE (%)
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
TEST LIFT OR LOCATION REF DRY DENSITY MOISTURE % OF MAX
NO. ELEVATION CURVE (pcf) (%) DRY DENSITY
1 3® Lift Station 5+75 - 10' south of center line 108.2 17.9 102.1
2 3'~ Lift Station 5+00 - 3' manhole 107.8 17.0 101.7
3 3'~ Lift Station 6+75 - 8' south of center line 108.3 18.1 102.3
4 3rd Lift Station 7+25 - 8' south of center line 108.4 19.3 102.3
5 3"~ Lift Station 8+25 - 9' south of center line 106.7 18.0 100.7
6
7
8
]0
11
12
13
14
15
16
17
18
lc)
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~ND TESTING, INC.
~esjl~ 'Perduo
tM~ls Testing Manager
STD. MOISTURE COUNT:
2502 Gravel Drive · Fort Worth, Texas 76118 · 817.595 0064 telephone · 817.589.7279 metro · 817.595.0708 fax