2021-01-19
Not specified in gINT file
Generated by Keynetix Diggs Feedback Tool
2021-01-19
112149
600763
LAW
650
Geohazard
Alignment
MileMarker
3.97000002861023
Alt Name
LAW-650-3.97
BridgeID
ElevationDatum
ft
SamplingMethod
B-001-0-20
Logger
McLeish
Drilling Firm
ODOT
Driller
Carey
Sampling Company
ODOT
Natural Ground
Depth to Rock
8.5
Sampling Method
SPT
Reference Alignment
CL SR 650
-82.700319409 38.601773851 758.51
-82.700319409 38.601773851 758.51 -82.700319409 38.601773851
urn:x-diggs:def:fi:DIGGSINC:B-001-0-20-lsr
chainage
absolute
ft
6/10/2020
6/10/2020
31
Landslide
Soil Drill Method
3.25" HSA
Soil Drill
CME 55 Truck \09
Drill Rig
Rock Core Method
NQ2
Rock Core
CME 55 Truck \09
Drill Rig
1
6/10/2020 1:59:15 PM
B-002-0-20
Logger
McLeish
Drilling Firm
ODOT
Driller
Carey
Sampling Company
ODOT
Natural Ground
Depth to Rock
19.8
Sampling Method
SPT
Reference Alignment
CL SR 650
-82.700283428 38.601958509 750.58
-82.700283428 38.601958509 750.58 -82.700283428 38.601958509
urn:x-diggs:def:fi:DIGGSINC:B-002-0-20-lsr
chainage
absolute
ft
6/11/2020
6/11/2020
27.5
Landslide
Soil Drill Method
3.25" HSA
Soil Drill
CME 55 Truck \09
Drill Rig
Rock Core Method
NQ2
Rock Core
CME 55 Truck \09
Drill Rig
1
6/11/2020 12:39:23 PM
1
Natural Ground
1.5 3
collect
1.5 3
SS
18
2
Natural Ground
3.5 5
collect
3.5 5
SS
18
3
Natural Ground
6 7.5
collect
6 7.5
SS
18
4
Natural Ground
8.5 8.75
collect
8.5 8.75
SS
3
1
Natural Ground
11 16
collect
16
NQ2
48
2
Natural Ground
16 21
collect
11
NQ2
38
3
Natural Ground
21 26
collect
14
NQ2
40
4
Natural Ground
26 31
collect
30
NQ2
56
1
Natural Ground
1.5 3
collect
SS
4
2
Natural Ground
3.5 5
collect
SS
2
3
Natural Ground
6 7.5
collect
SS
2
4
Natural Ground
8.5 10
collect
SS
12
5
Natural Ground
11 12.5
collect
1.5 3
SS
12
6
Natural Ground
13.5 15
collect
3.5 5
SS
18
7
Natural Ground
16 17.5
collect
6 7.5
SS
18
1
Natural Ground
17.5 22.5
collect
27
NQ2
57
2
Natural Ground
22.5 27.5
collect
32
NQ2
51
1
2
3
4
1
2
3
4
5
6
7a
7b
B-001-0-20
SOIL
0 1.16
Major
Minor
Graphic
1.16 8.5
brown
sandy silt
Major
some clay, trace stone fragments
Minor
hard
damp
Graphic
A-4A
6
Major
Minor
Graphic
8.5 23.5
Major
Minor
Graphic
SANDSTONE
11
Graphic
15.3
Graphic
16
Graphic
23.5 27.8
Graphic
SILTSTONE
24
@24.0'-24.9'; IMPURE COAL
Graphic
26
@26.0'-26.1'; GRAY FINE GRAINED SANDSTONE
Graphic
26.1
@26.1'-27.5'; CLAYSTONE, HIGHLY WEATHERED
Graphic
27.8 31
Graphic
SANDSTONE
B-002-0-20
SOIL
0 1
Major
Minor
Graphic
PAVEMENT OR BASE
1 8.5
BROWN
sandy silt
Major
some clay, trace stone fragments
Minor
medium stiff
moist
Graphic
A-4A
3.5
Major
Minor
stiff
Graphic
6
Major
Minor
damp
Graphic
8.5 19.8
yellowish brown
sandy silt
Major
LITTLE STONE FRAGMENTS, TRACE CLAY
Minor
medium dense
damp
Graphic
A-4A
13.5
Major
Minor
dense
Graphic
16
Major
Minor
very dense
Graphic
16.75
@16.8'-17.5'; COAL FRAGMENTS
Graphic
17.5
Graphic
19.8 27.5
Major
Minor
Graphic
SANDSTONE
22.5
Graphic
24.5
Graphic
B-001-0-20
ROCK
8.5 23.5
brown and gray
SANDSTONE
Major
friable, micaceous
Minor
very blocky, fair
thin bedded
fine to coarse grained
very weak
highly to moderately
77
18
Graphic
SANDSTONE
15.3
Major
Minor
blocky, fair
weak
highly
Graphic
23.5 27.8
grayish black
SILTSTONE
Major
carbonaceous, slightly arenaceous
Minor
blocky, good
very thin bedded
weak
moderately
92
27
Graphic
SILTSTONE
27.8 31
light gray with brown
SANDSTONE
Major
friable, micaceous
Minor
blocky, good
thin bedded
fine to coarse grained
weak to slightly strong
moderately
100
79
Graphic
SANDSTONE
B-002-0-20
ROCK
19.8 27.5
brown, reddish brown and yellowish brown
SANDSTONE
Major
friable, micaceous
Minor
blocky, good
thin bedded
fine to coarse grained
weak
highly
90
64
Graphic
SANDSTONE
24.5
light gray with yellowish brown
Major
Minor
Graphic
SPT
Natural Ground
1.5
N-Value
long
n_value
15
SPT
84
CME Automatic
18
1
5
6
2
6
6
3
9
6
SPT
Natural Ground
3.5
N-Value
long
n_value
18
SPT
84
CME Automatic
18
1
6
6
2
8
6
3
10
6
SPT
Natural Ground
6
N-Value
long
n_value
16
SPT
84
CME Automatic
18
1
6
6
2
7
6
3
9
6
SPT
Natural Ground
8.5
N-Value
long
n_value
SPT
84
CME Automatic
3
1
50
3
SPT
Natural Ground
1.5
N-Value
long
n_value
5
SPT
84
CME Automatic
18
1
2
6
2
3
6
3
2
6
SPT
Natural Ground
3.5
N-Value
long
n_value
2
SPT
84
CME Automatic
18
1
1
6
2
1
6
3
1
6
SPT
Natural Ground
6
N-Value
long
n_value
3
SPT
84
CME Automatic
18
1
0
6
2
1
6
3
2
6
SPT
Natural Ground
8.5
N-Value
long
n_value
8
SPT
84
CME Automatic
18
1
2
6
2
4
6
3
4
6
SPT
Natural Ground
11
N-Value
long
n_value
11
SPT
84
CME Automatic
18
1
6
6
2
5
6
3
6
6
SPT
Natural Ground
13.5
N-Value
long
n_value
29
SPT
84
CME Automatic
18
1
7
6
2
10
6
3
19
6
SPT
Natural Ground
16
N-Value
long
n_value
69
SPT
84
CME Automatic
18
1
12
6
2
19
6
3
50
6
ATTERBERG
Natural Ground
1.5
Liquid Limit
integer
liquid_limit
%
measured
Plastic Limit
integer
plastic_limit
%
measured
25 16
ATTERBERG
Natural Ground
1.5
Liquid Limit
integer
liquid_limit
%
measured
Plastic Limit
integer
plastic_limit
%
measured
23 17
ATTERBERG
Natural Ground
8.5
Liquid Limit
integer
liquid_limit
%
measured
Plastic Limit
integer
plastic_limit
%
measured
0 0
PARTICLE_SIZE
Natural Ground
1.5
0.075
58.2799987792969
0.425
85.9400024414063
2
93.379997253418
4.75
96.0100021362305
9.5
98.8300018310547
12.5
99.1699981689453
19
100
20080924
HydrometerID
20080924
Dry Soil Weight
Specific Gravity Used
40
7.30000017210841E-03
29.3400001525879
120
4.30000014603138E-03
22.9699993133545
PARTICLE_SIZE
Natural Ground
1.5
0.075
55.0800018310547
0.425
78.0599975585938
2
86.0500030517578
4.75
95
9.5
96.8499984741211
12.5
98.4300003051758
19
100
20080924
HydrometerID
20080924
Dry Soil Weight
Specific Gravity Used
40
7.40000000223517E-03
25.7199993133545
120
4.39999997615814E-03
20.0799999237061
PARTICLE_SIZE
Natural Ground
8.5
0.075
36.4700012207031
0.425
93.3300018310547
2
96.8899993896484
4.75
98
9.5
98.8099975585938
12.5
100
20080924
HydrometerID
20080924
Dry Soil Weight
Specific Gravity Used
40
7.60000012814999E-03
18.7700004577637
120
4.4999998062849E-03
15.0500001907349
POCKET PEN
Natural Ground
1.5 3
double
lab_penetrometer_measurement
%
string
visual_classification
%
string
lab_classification
%
string
group_index
%
4.5,A-4a,A-4a,5
POCKET PEN
Natural Ground
3.5 5
double
lab_penetrometer_measurement
%
string
visual_classification
%
string
lab_classification
%
string
group_index
%
4.5,A-4a,,
POCKET PEN
Natural Ground
6 7.5
double
lab_penetrometer_measurement
%
string
visual_classification
%
string
lab_classification
%
string
group_index
%
4.5,A-4a,,
POCKET PEN
Natural Ground
1.5 3
double
lab_penetrometer_measurement
%
string
visual_classification
%
string
lab_classification
%
string
group_index
%
0.5,A-4a,A-4a,4
POCKET PEN
Natural Ground
3.5 5
double
lab_penetrometer_measurement
%
string
visual_classification
%
string
lab_classification
%
string
group_index
%
1.25,A-4a,,
POCKET PEN
Natural Ground
6 7.5
double
lab_penetrometer_measurement
%
string
visual_classification
%
string
lab_classification
%
string
group_index
%
1.5,A-4a,,
WATER CONTENT
Natural Ground
1.5
double
water_content
%
13.1000003814697
WATER CONTENT
Natural Ground
3.5
double
water_content
%
12.3999996185303
WATER CONTENT
Natural Ground
6
double
water_content
%
14.8000001907349
WATER CONTENT
Natural Ground
8.5
double
water_content
%
5.30000019073486
WATER CONTENT
Natural Ground
1.5
double
water_content
%
18.2000007629395
WATER CONTENT
Natural Ground
3.5
double
water_content
%
17.8999996185303
WATER CONTENT
Natural Ground
6
double
water_content
%
15.1000003814697
WATER CONTENT
Natural Ground
8.5
double
water_content
%
13.8999996185303
WATER CONTENT
Natural Ground
11
double
water_content
%
16
WATER CONTENT
Natural Ground
13.5
double
water_content
%
20.7000007629395
WATER CONTENT
Natural Ground
16
double
water_content
%
13.8999996185303
WATER CONTENT
Natural Ground
16.75
double
water_content
%
17.7000007629395
CPT Sounding
Natural Ground
qc
double
tip_resistance
tonfUS/ft2
9999
fs
double
sleeve_friction
tonfUS/ft2
9999
u2
double
pore_water_pressure
tonfUS/ft2
9999
,,
Assumed Water Depth
ft
Water Depth
ft
piezocone
15
1
15