2019-07-03
Not specified in gINT file
Generated by Keynetix Diggs Feedback Tool
2019-07-03
99616
600581
COL
39
Structure Foundation
Alignment
MileMarker
20.8299999237061
Alt Name
COL-39-20.83
BridgeID
ElevationDatum
MSL
SamplingMethod
B-001-0-18
Logger
McIntosh
Drilling Firm
ODOT
Driller
Lewis
Sampling Company
ODOT
Natural Ground
Depth to Rock
10.5
Sampling Method
SPT / NQ2
Reference Alignment
Centerline of SR 39
-80.555636 40.632658 721.44
-80.555636 40.632658 721.44 -80.555636 40.632658
urn:x-diggs:def:fi:DIGGSINC:B-001-0-18-lsr
chainage
absolute
ft
11/8/2018
11/8/2018
15.5
Culvert
Soil Drill Method
3.25" HSA
Soil Drill
CME 75 Truck \06
Drill Rig
Rock Core Method
NQ2
Rock Core
CME 75 Truck \06
Drill Rig
B-002-0-18
Logger
McIntosh
Drilling Firm
ODOT
Driller
Lewis
Sampling Company
ODOT
Natural Ground
Depth to Rock
11
Sampling Method
SPT / NQ2
Reference Alignment
Centerline of SR 39
-80.555648 40.63249 720.16
-80.555648 40.63249 720.16 -80.555648 40.63249
urn:x-diggs:def:fi:DIGGSINC:B-002-0-18-lsr
chainage
absolute
ft
11/7/2018
11/7/2018
16.5
Culvert
Soil Drill Method
3.25" HSA
Soil Drill
CME 75 Truck \06
Drill Rig
Rock Core Method
NQ2
Rock Core
CME 75 Truck \06
Drill Rig
1
Natural Ground
1.5
collect
1.5 3
SS
8
2
Natural Ground
3.5
collect
3.5 5
SS
10
3
Natural Ground
6
collect
6 7.5
SS
8
4
Natural Ground
8.5
collect
8.5 10
SS
9
1
Natural Ground
10.5
collect
48
NQ
60
1
Natural Ground
1.5
collect
SS
8
2
Natural Ground
3.5
collect
1.5 3
SS
8
3
Natural Ground
6
collect
3.5 5
SS
12
4
Natural Ground
8.5
collect
6 7.5
SS
8
5
Natural Ground
11
collect
8.5 10
SS
2
1
Natural Ground
11.5
collect
45
NQ
60
1
2
3
4
1
2
3
4
5
B-001-0-18
SOIL
0 1.2
Major
Minor
Graphic
PAVEMENT OR BASE
1.2 6
brown
stone fragments with sand and silt
Major
LITTLE CLAY
Minor
loose to medium dense
damp
Graphic
A-2-4
6 10.5
brown
stone fragments with sand
Major
TRACE SILT, TRACE CLAY
Minor
medium dense
damp
Graphic
A-1-B
10.5 11.2
Graphic
SANDSTONE
11.2 15.1
Graphic
SANDSTONE
12.5
@ 12.5' - 12.9'; <<DMK!GAMMA LC>> = 148 pcf; Qu = 9,372 psi
Graphic
15.1 15.5
Graphic
SANDSTONE
B-002-0-18
SOIL
0 1.3
Major
Minor
Graphic
PAVEMENT OR BASE
1.3 11
brown
gravel and stone fragments with sand and silt
Major
LITTLE CLAY
Minor
loose
moist
Graphic
A-2-4
3.5
Graphic
6
Major
Minor
medium dense
Graphic
8.5
Major
Minor
Graphic
11 14.1
Graphic
SANDSTONE
11.8
@ 11.8' - 12.0'; <<DMK!GAMMA LC>> = 145 pcf; Qu = 11,804 psi
Graphic
14.1 15.4
Graphic
SANDSTONE
14.10001
@ 14.1' - 14.5'; <<DMK!GAMMA LC>> = 145 pcf; Qu = 5,248 psi
Graphic
15.4 16.5
Graphic
SANDSTONE
B-001-0-18
ROCK
10.5 11.2
brownish gray
SANDSTONE
Major
Minor
blocky, fair
thin bedded
fine to medium grained
slightly strong
highly to moderately
100
48
Graphic
SANDSTONE
11.2 15.1
gray
SANDSTONE
Major
Minor
blocky, good
thin bedded
fine to medium grained
strong
moderately
100
94
Graphic
SANDSTONE
15.1 15.5
dark gray
SANDSTONE
Major
argillaceous, carbonaceous
Minor
very thin bedded
very fine to fine grained
strong
moderately
100
0
Graphic
SANDSTONE
B-002-0-18
ROCK
11 14.1
BROWNISH GRAY
SANDSTONE
Major
Minor
BLOCKY, GOOD
thin bedded
fine to medium grained
strong
moderately
100
78
Graphic
SANDSTONE
14.1 15.4
GRAY
SANDSTONE
Major
slightly carbonaceous
Minor
blocky, good
thin bedded
fine to medium grained
moderately strong
moderately
100
100
Graphic
SANDSTONE
15.4 16.5
dark gray
SANDSTONE
Major
argillaceous, carbonaceous
Minor
very thin bedded
very fine to fine grained
moderately strong
moderately
100
0
Graphic
SANDSTONE
SPT
Natural Ground
1.5
N-Value
long
n_value
9
SPT
CME Automatic
85
18
1
3
6
2
4
6
3
5
6
SPT
Natural Ground
3.5
N-Value
long
n_value
7
SPT
CME Automatic
85
18
1
3
6
2
3
6
3
4
6
SPT
Natural Ground
6
N-Value
long
n_value
17
SPT
CME Automatic
85
18
1
12
6
2
7
6
3
10
6
SPT
Natural Ground
8.5
N-Value
long
n_value
18
SPT
CME Automatic
85
18
1
15
6
2
9
6
3
9
6
SPT
Natural Ground
1.5
N-Value
long
n_value
7
SPT
CME Automatic
85
18
1
2
6
2
4
6
3
3
6
SPT
Natural Ground
3.5
N-Value
long
n_value
5
SPT
CME Automatic
85
18
1
1
6
2
2
6
3
3
6
SPT
Natural Ground
6
N-Value
long
n_value
10
SPT
CME Automatic
85
18
1
2
6
2
3
6
3
7
6
SPT
Natural Ground
8.5
N-Value
long
n_value
12
SPT
CME Automatic
85
18
1
1
6
2
5
6
3
7
6
SPT
Natural Ground
11
N-Value
long
n_value
SPT
CME Automatic
85
2
1
55
2
ATTERBERG
Natural Ground
3.5
Liquid Limit
integer
liquid_limit
%
measured
Plastic Limit
integer
plastic_limit
%
measured
0 0
ATTERBERG
Natural Ground
8.5
Liquid Limit
integer
liquid_limit
%
measured
Plastic Limit
integer
plastic_limit
%
measured
0 0
ATTERBERG
Natural Ground
1.5
Liquid Limit
integer
liquid_limit
%
measured
Plastic Limit
integer
plastic_limit
%
measured
22 19
ATTERBERG
Natural Ground
8.5
Liquid Limit
integer
liquid_limit
%
measured
Plastic Limit
integer
plastic_limit
%
measured
24 17
PARTICLE_SIZE
Natural Ground
3.5
0.075
27.6000003814697
0.425
53.8800010681152
2
62.1699981689453
4.75
67.1399993896484
9.5
70.129997253418
12.5
70.7300033569336
19
78.3099975585938
25
78.3099975585938
20080924
HydrometerID
20080924
Dry Soil Weight
Specific Gravity Used
40
7.69999995827675E-03
12.8900003433228
120
4.4999998062849E-03
10
PARTICLE_SIZE
Natural Ground
8.5
0.075
15.9399995803833
0.425
47.6300010681152
2
58.2299995422363
4.75
59.3400001525879
9.5
59.5099983215332
12.5
59.5099983215332
19
62.8300018310547
25
77.2099990844727
20080924
HydrometerID
20080924
Dry Soil Weight
Specific Gravity Used
40
7.89999961853027E-03
8.03999996185303
120
4.60000010207295E-03
6.28000020980835
PARTICLE_SIZE
Natural Ground
1.5
0.075
31.5799999237061
0.425
62
2
76.5899963378906
4.75
82.0100021362305
9.5
86.5899963378906
12.5
86.8899993896484
19
91.3600006103516
25
94.75
20080924
HydrometerID
20080924
Dry Soil Weight
Specific Gravity Used
40
7.69999995827675E-03
13.7600002288818
120
4.4999998062849E-03
10.4200000762939
PARTICLE_SIZE
Natural Ground
8.5
0.075
33.5
0.425
64.9199981689453
2
72.0800018310547
4.75
75.9100036621094
9.5
79.3600006103516
12.5
80.4400024414063
19
84.4300003051758
25
91.8600006103516
20080924
HydrometerID
20080924
Dry Soil Weight
Specific Gravity Used
40
7.60000012814999E-03
16.0400009155273
120
4.4999998062849E-03
12.8900003433228
WATER CONTENT
Natural Ground
1.5
double
water_content
%
9.89999961853027
WATER CONTENT
Natural Ground
3.5
double
water_content
%
9.69999980926514
WATER CONTENT
Natural Ground
6
double
water_content
%
10.1999998092651
WATER CONTENT
Natural Ground
8.5
double
water_content
%
9.19999980926514
WATER CONTENT
Natural Ground
1.5
double
water_content
%
15
WATER CONTENT
Natural Ground
3.5
double
water_content
%
16
WATER CONTENT
Natural Ground
6
double
water_content
%
13.6000003814697
WATER CONTENT
Natural Ground
8.5
double
water_content
%
18.2000007629395
WATER CONTENT
Natural Ground
11
double
water_content
%
11.5