SS9402-LR000107CLIENT: City of Coppell
PROJECT: Bethel Road-Coppell
WO No~: 00-1055
SOIL MOISTURE - DENSITY TEST REPORT
IN - PLACE TESTS BY NUCLEAR METHODS
WORK DATE: 01-07-00
REPORT NO.: 99-270.102
Technician: Johnny Andrews
SPECIFICATIONS TEST DATA
Percent Compaction: +100% Date Tested: 01-07-00
Moisture Content (%): +3 or-3 Technician: Johnny Andrews
MATERIAL REFERENCE CURVE DATA
CURVE TEST MATERIAL DESCRIPTION MAX. DRY OPTIMUM
NO. METHOD DENSITY (pcf) MOISTURE t%)
1 D698 Dark Brown Clay 104.8 17.6
2 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 (pcf) (%) DRY DENSITY
1 2"9 Lift 50' West of east end -12' south of center line 2 106.2 18.9 100.2
2 2ND Lift 150' West of east end -8' south of center line 2 106.8 19.9 100.8
3 2ND Lift 225' West of east end -4' south of center line 2 107.9 18.9 101 8
4 2ND Lift 325' West of east end -6' south of center line 2 106.9 19.0 100.8
5 2N~ Lift 475' At the manhole - east side of center line 2 106.6 18.7 100.6
6
7
8
9
l0
11
12
13
14
15
16
17
18
]9
20
21
NUCLEAR GAUGE I.D.: STD. DENSITY COUNT:
AN "R" AFTER THE TEST NUMBER INDICATE RETEST.
* INDICATES FAILURE TO COMP¥~ WITH PROJECT SPECIFICATIONS.
SOILT~CH ENGI~,,,R, IN~/~ND T.I~STING, INC.
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~Coppell
WO No.: 00-1019
SOIL MOISTURE - DENSITY TEST REPORT
IN - PLACE TESTS BY NUCLEAR METHODS
WORK DATE: 01-06-00
REPORT NO.: 99-270.101
SPECIFICATIONS TEST DATA
Percent Compaction: +100% Date Tested: 01-07-00
Moisture Content (%): +3 Technician: Johnny Andrews
MATERIAL REFERENCE CURVE DATA
CURVE TEST MAX. DRY OPTIMUM
NO. METHOD MATERIAL DESCRIPTION DENSITY (pcf) MOISTURE (%)
1 D698 Dark Brown Clay 104.8 17.6
2 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 REF DRYDENSITY MOISTURE % OF MAX,
NO. ELEVATION ' LOCATION
CURVE (pcf) (%) DRY DENSITY
1 1 ~ Lift 75' West of east end -6' south of Bethel Rd. 2 106.8 17.1 100.7
2 I s, Lift 125' West of east end -4' south of center line of Bethel 2 108.3 17.3 102.2
3 1 ~' Lift 250' West of east end -6' south of center line of Bethel 2 108.1 18.2 102.0
4 1 s~ Lift 350' West of east end -7' south of center line of Bethel 2 107.7 19.0 101.6
5 1 s~ Lift 450' West of east end -10' south of center line of 2 108.4 18.9 102.2
6
7
8
9
] 0
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 COMPLyNWlTH PROJECT SPECIFICATIONS.
SOILTE/~H ENGII',~R, ING ~Ar~D TE~TING, INC.
J~mes )VI. Perdue
M~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