WA9401-CS 950203 ;~
TECHNICAL ENVIRONMENTAL AND MATERIALS ENGINEERS
Dallas Fort Worth Houston
2400 Gravel Dr., Fort Worth, Texas 76118 Phone: 817-284-9J53
SOIL MOISTURE-DENSITY TEST REPORT
IN-PLACE TESTS BY NUCLEAR METHODS
CLIENT: Architectural Utilities
PROJECT: East Beltline Road Water Line - WA94-01
REPORT DATE: 2/3/95
TMI REPORT NO. FC94-090-02
REPORT DISTRIBUTION:
Architectural Utilities
SPECIFICATIONS
Percm~ com~m~: 95-100
Moirefie cm,u~ (%): Optimum to +5%
TEST DATA
Temd: 2/3/95
Tedroman: E. MILLER
MATERIAL REFERENCE CURVE DA'I:A
CURVE TEST
NO. METHOD
MATERIAL DF. SCRIFrlON
MAX. DRY
OPTIMUM
MOISTURE (%)
ASTM I)698 BROWN & DARK BROWN SANDY CLAY W/CAL NOD.
19.4
IN-PLACE TEST RESULTS
DENSITY AND MOISTURE TESTS ARE PER ASTM D2922, D3017, RESPECTIVELY
1 2' BELOW
1' BELOW
3' BELOW
1' BELOW
FINAL
Y BELOW
1° BELOW
2' BELOW
9 FINAL
10 Y BELOW
11 2' BELOW
12 FINAL
13 1' BELOW
14 2' BELOW
15 FINAL
16 1' BELOW
17 2' BELOW
18 1° BELOW
19 FINAL
STD. DENSlTY COUNT:
ELEVATION LOCATION
WATER LINE, STA 1+50
WATER LINE, STA 3+00
WATER LINE, STA 4+50
WATER LINE, STA 6+00
'." WATER LINE, STA 7+50
:" WATER LINE; STA 9+00
WATER LINE, STA 10+50
WATER LINE, STA 12+00
WATER LINE, STA 13+50
WATER LINE, STA 15+00
WATER LINE. STA 16+50
WATER LINE, STA 17+75
WATER LINE, STA 20+75
WATER LINE, STA 22+00
WATER LINE, STA 23+50
' WATER LINE, STA 25+00
'WATER LINE, STA 26+50
' WATER LINE, STA 28+00
'WATER LINE, STA 33+00
WET DRY
DENSITY DENSITY DENSITY
115.9
116.3
119.5
118.2
119.5
114.9
121.0
115.4
115.2
117.9
119.2
115.5
113.1
118.3
113.6
120.8
116.0
115.2
112.8
95.2
94.8
96.8
98.2
99.4
94.7
98.6
94.7
94.8
98.2
97.7
95.2
94~4
98.1
95.0
98.6
95.6
95.8
94.5
95.5
95.1
97.1
98.5
99.7
95.0
98.9
95.0
95.1
98,5
98.0
95.4
94.7*
98.4
95.2
98.9'
95.9
96.1
94.8*
8TD. MOISTURE COUNT: 559 NUCLEAR I. 13723