SS9402-LR000111CLIENT: City of Coppell
PROJECT: Bethel Road
WO NO.: 00-1037
SOIL MOISTURE - DENSITY TEST REPORT
IN - PLACE TESTS BY NUCLEAR METHODS
WORK DATE: 01-11-00
REPORT NO.: 99-270.107
SPECIFICATIONS TEST DATA
Percent Compaction: 95% Date Tested: 01-11-00
Moisture Content (%): Technician: 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
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 (pct~ (%) DRY DENSITY
1 1s' Lift Station 8+25 - 4' south of center line 1 108.2 18.4 102.1
2 1 ~' Lift Station 7+25 - 6' south of center line 1 109.0 17.6 102.8
3 1 s, Lift Station 6+25 - 8' south of center line 1 108.0 18.8 101.9
4 2"d Lift Station 5+00 - 3' west of manhole 1 102.2 22.8 964*
5 2"~ Lift Station 4+00 - 6' south of center line 1 108.1 18.4 102.0
6 2~ Lift Station 3+00 - 5' south of center line I 107.6 19.2 101.5
7 2~u Lift Station 2+05 - 8' south of center line 1 103.0 21.6 97.2*
8
9
10
11
12
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 ENGINE. ERING ANiD TESTING, INC.
M~'l'~stin9 Manager
STD. MOISTURE COUNT:
2502 Gravel Drive · Fort Worth, Texas 76118 · 817.595 0064 telephone · 817.589.7279 metro · 817.595.0708 fax
CLIENT: City of Coppell
PROJECT: Bethel Road
WO NO.: 00-1038
SOIL MOISTURE - DENSITY TEST REPORT
IN - PLACE TESTS BY NUCLEAR METHODS
WORK DATE: 01-11-00
REPORT NO.: 99-270.106
SPECIFICATIONS TEST DATA
Percent Compaction: 95% Date Tested: 01-11-00
Moisture Content (%): Technician: 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 rock 106.0 18.0
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 (pCT~ (%) DRY DENSITY
1 2"d Lift Retest - Station 5+00 3' west of manhole 1 107.0 18.4 100.9
2 2~ Lift Retest - Station 2+05 8' south of center line 1 108.0 18.0 101.9
3
4
7
8
9
10
NUCLEAR GAUGE I.D.: STD. DENSITY COUNT:
AN "R" AFTER THE TEST NUMBER INDICATE RETEST.
* INDICATES FAILURE TO COMPE¥ WITH PROJECT SPECIFICATIONS.
SOILTECH ENG~_E.E.R. ING AND TESTING, INC.
., ' , ~. /,,"~,'~ ~.c,.~ ..~, ~-~, '/
M.. Perdue
Materials Testing Manager
STD. MOISTURE COUNT:
2502 Gravel Drive· Fort Worth, Texas 76118 · 817.595 0064 telephone · 817.589.7279 metro · 817.595.0708 fax