IMPORTANT NOTICE
Save
all
AFTER TESTING
materials
until further
notice.
NB-66
UD-1
4-6
Depth
2.0
ft
1.
UNIT WEIGHT
2.
D-5084
3.
MOISTURE
CONTENT
D2216
Specimen 8 PSI
One D422 Grain Size Analysis with hydrometer and D1140 -200 Sieve
passing
0.002 mm to calculate Activity
D4318 Atterberg Limits with 3 points for
Depth
7.5-9.5
2.
One D422
0.002
1.7
ft
UNIT WEIGHT
Unit
Conductivity
moisture
1.
3.
FROM SHELBY TUBE
Hydraulic
accuracy
UD-2
REC
content
Weight
D2216
of Conductivity
Specific Gravity D854.
REC
FROM SHELBY TUBE
MOISTURE
CONTENT
D2216
Grain Size Analysis with
mm to
calculate Activity
hydrometer and D1140 -200 Sieve
D4318 Atterberg Limits with 3 points
moisture
content D2216
accuracy
Specific Gravity D854.
ONE D 2435 CONSOLIDATION TESTS 0.1 TO 32 TSF USE SQUARE
passing
for
ROOT OF
TIME REDUCTION
UD-4
Depth
1.
2.
3.
17-19
1.7
ft
PINHOLE
One D422
0.002
Depth
CONTENT
D2216
hydrometer and D1140 -200 Sieve
D4318 Atterberg Limits with 3 points
Grain Size Analysis with
mm to
22-24
MOISTURE
D-4647
calculate Activity
moisture
accuracy
UD-5
REC
FROM SHELBY TUBE
UNIT WEIGHT
ft
2.0
1.
UNIT WEIGHT
2.
ONE D
content
D2216
passing
for
Specific Gravity D854.
REC
FROM SHELBY TUBE
2435 CONSOLIDATION
MOISTURE
TESTS
0.1
TO
32
CONTENT D2216
TSF USE SQUARE ROOT OF
REDUCTION
One D422 Grain Size
TIME
3.
0.002
mm to
accuracy
UD-6
Depth
1.
2.
3.
4.
27-29
ft
Analysis with hydrometer and D1140 -200 Sieve
passing
calculate Activity
D4318 Atterberg Limits with 3 points for
moisture
1.9
UNIT WEIGHT
content
D2216
Specific Gravity D854.
REC
FROM SHELBY TUBE
MOISTURE CONTENT D2216
PINHOLE D-4647
ONE D 2435 CONSOLIDATION TESTS 0.1 TO 32 TSF USE SQUARE ROOT OF
TIME REDUCTION
One D422 Grain Size Analysis with hydrometer and D1140 -200 Sieve
passing
0.002
mm to
accuracy
C\Documents
calculate Activity
moisture
content
D4318
D2216
and Settings\mhughes2\Local
Fi1es\OLK3A\MACTEC
TESTING inSTRUC
Atterberg Limits with 3 points for
Specific Gravity D854.
Settings\Temporary
66 74 73A 6-2-05
Internet
21.doc
NB-74 74A
9
-
5 gal buckets
80 percent
Laboratory Compaction
1.
UD-1 NB-74
2.
3.
4.
moisture
7-9
Depth
MEASURE
Unit weight
UD-2 NB-74
least
Depth
1.3
ft
ft
ft
1.3
Specific Gravity D854.
REC UD-3
14-16
ft
REC
1.7
MEASURE UNIT WEIGHT AND MOISTURE CONTENT D2216 OF EACH SHELBY
TUBE ABOVE THREE
First do ONE THREE
POINT CU 4767 R-BARw pp measurements TRIAXIAL
TEST 3 VALID MOHR CIRCLES at least 20 psi confining pressure
Measure
unit
ONE THREE
do
of each
weight
POINT
CU
Q
Triaxial
Test Specimen
2850 TRIAXIAL TEST Under
100
percent
Saturation
at least 20 psi confining pressure
D422 Grain Size Analysis with hydrometer and D1140 -200 Sieve
passing
0.002 mm to calculate Activity
D4318 Atterberg Limits with 3 points for
accuracy
moisture
specimens
for
UD-5 NB-74 Depth 27-29
UD-8 NB-74A Depth 25-27
UD-6 NB-74 Depth 32-34
4.
percent.
1.9REC
Then
3.
-
REC
4.
2.
D2216
content
3.
1.
D 698
5 point
UNIT WEIGHT
12-14
NB-74A Depth 12-14
UD-4 NB-74A Depth
6.
Three
- at 90 95 98
10 psi confining pressure
of each Q Triaxial Test Specimens
at
5.
layerEffort
ft
5.
2.
Using
Standard
AND MOISTURE CONTENT D2216 FROM EACH SHELBY
TUBE
UD-1 NB-74A Depth 8-10
1.9 REC UNIT WEIGHT
FROM SHELBY TUBE
MOISTURE CONTENT
ONE THREE POINT Q 2850 TRIAXIAL TEST Under 100 percent Saturation
6.
1.
of Soil
D422 Grain Size Analysis with hydrometer and D1140 -200 Sieve
passing
0.002 mm to calculate Activity
D4318 Atterberg Limits with 3 points for
accuracy
1.
from below the top soil
full
Characteristics
the
content
CU
D2216
Specific Gravity D854 on
all
three
triaxial test.
REC
REC
0.5
REC
MEASURE UNIT WEIGHT AND MOISTURE CONTENT D2216 FROM EACH SHELBY
TUBE
First do ONE THREE
POINT CU 4767 R-BAR TRIAXIAL TEST 3 VALID MOHR
CIRCLES at least 40 psi confining pressure
Measure unit weight of each CU Triaxial Test
ft
1.4
ft
ft
1.3
ft
ft
ft
D422 Grain Size Analysis with hydrometer and D1140 -200 Sieve
passing
mm to calculate Activity D4318 Atterberg Limits with 3 points for
0.002
accuracy
5.
saturation
6.
moisture
content
D2216
Specific Gravity D854
on
specimens for the CU triaxial test
Then try to do ONE THREE POINT Q 2850 TRIAXIAL TEST Under
at
40
least
all
100
three
percent
pressure
D422 Grain Size Analysis with hydrometer and D1140 -200 Sieve
passing
0.002 mm to calculate Activity
D4318 Atterberg Limits with 3 points for
accuracy
moisture
specimens
for
C\Documents
the
Q
psi
confining
content
D2216
and Settings\mhughes2\Local
Files\OLK3A\MACTEC
Specific Gravity D854 on
all
three
triaxial test.
TESTING inSTRUC
Settings\Temporary
66 74 73A 6-2-05
Internet
21
.do
2
CU
C\Documents
means
with
pore pressure
measurement.
and Settings\mhughes2\Local
Files\OLK3A\MACTEC
TESTING inSTRUC
Settings\Temporary
66 74 73A 6-2-05
Internet
21.doc
3
NB-73A
3- 5 gal buckets
Characteristics
UD-1 NB-73W
1.
to 80 percent
filled
of Soil
Standard
Using
10-12
Depth
MEASURE
-
-
5 point
one
at
90
D 698
Laboratory
Compaction
percent.
REC
AND MOISTURE
2.0
ft
full
Effort
UNIT WEIGHT
CONTENT
D2216
FROM EACH SHELBY
TUBE
2.
D-5084
3.
Measure
4.
weight
D-5084
Specimen
D422 Grain Size Analysis with hydrometer and D1140 -200 Sieve
passing
0.002 mm to calculate Activity
D4318 Atterberg Limits with 3 points for
accuracy
moisture
specimens
for
UD-2 NB-73A
1.
unit
15 PSI
Conductivity
Hydraulic
30-32
Depth
MEASURE
content
the D-5084
ft
1.5
Specific Gravity D854 on
D2216
Hydraulic
Conductivity
all
three
test
REC
UNIT WEIGHT
AND MOISTURE
CONTENT
D2216
FROM EACH SHELBY
TUBE
2.
D-5084
3.
Measure
4.
D422 Grain
0.002
unit
mm to
calculate Activity
accuracy
moisture
specimens
for
UD-3 NB-73A
1.
30 PSI
Conductivity
weight of D-5084 Test specimen
Size Analysis with hydrometer and D1140
Hydraulic
40-42
Depth
MEASURE
content
the D-5084
ft
1.5
D4318
Specific Gravity D854 on
D2216
Hydraulic
-200 Sieve
passing
Atterberg Limits with 3 points for
Conductivity
all
three
test
REC
UNIT WEIGHT
AND MOISTURE
CONTENT
D2216
FROM EACH SHELBY
TUBE
2.
D-5084
3.
Measure
4.
Conductivity 60 PSI.
weight of D-5084 Test specimen
D422 Grain Size Analysis with hydrometer and D1140
0.002
Hydraulic
unit
mm to
calculate Activity
accuracy
moisture
specimens
for
C\Documents
content
the D-5084
D4318
D2216
Hydraulic
and Settings\mhughes2\Local
Fi1es\OLK3A\MACTEC
TESTING inSTRUC
-200 Sieve
passing
Atterberg Limits with 3 points for
Specific Gravity D854
Conductivity
on
all
three
test
Settings\Temporary
66 74 73A 6-2-05
Internet
21.doc
4