2021-01-08
Not specified in gINT file
Generated by Keynetix Diggs Feedback Tool
2021-01-08
111504
600730
BEL
9
Structure
Alignment
MileMarker
18.7000007629395
Alt Name
BEL-9-18.70
BridgeID
ElevationDatum
ft
SamplingMethod
B-001-0-19
Logger
AJ
Drilling Firm
ODOT
Driller
McIntosh
Sampling Company
ODOT
Natural Ground
Depth to Rock
13.5
Sampling Method
SPT / NQ2
Reference Alignment
CL SR 9
14000.37
5.61899995803833
Lt
-80.934007 40.113112 1061.062
-80.934007 40.113112 1061.062 -80.934007 40.113112
urn:x-diggs:def:fi:DIGGSINC:B-001-0-19-lsr
chainage
absolute
ft
4/20/2020
4/21/2020
24
Retaining Wall
Soil Drill Method
3.25" HSA
Soil Drill
CME 75 Truck \08
Drill Rig
Rock Core Method
NQ2
Rock Core
CME 75 Truck \08
Drill Rig
2
4/21/2020 4:19:04 PM
4.8
B-002-0-19
Logger
AJ
Drilling Firm
ODOT
Driller
McIntosh
Sampling Company
ODOT
Natural Ground
Depth to Rock
18.7
Sampling Method
SPT / NQ2
Reference Alignment
CL SR 9
14118.25
6.15799999237061
Lt
-80.934268 40.113368 1073.467
-80.934268 40.113368 1073.467 -80.934268 40.113368
urn:x-diggs:def:fi:DIGGSINC:B-002-0-19-lsr
chainage
absolute
ft
4/20/2020
4/22/2020
29
Retaining Wall
Soil Drill Method
3.25" HSA
Soil Drill
CME 75 Truck \08
Drill Rig
Rock Core Method
NQ2
Rock Core
CME 75 Truck \08
Drill Rig
X-001-0-19
Logger
Williams
Drilling Firm
ODOT
Driller
McIntosh
Sampling Company
ODOT
Natural Ground
Depth to Rock
Sampling Method
NA
Reference Alignment
CL SR 9
-80.934067688 40.113225472 1066.2
-80.934067688 40.113225472 1066.2 -80.934067688 40.113225472
urn:x-diggs:def:fi:DIGGSINC:X-001-0-19-lsr
chainage
absolute
ft
4/22/2020
4/22/2020
0.63
Roadway
Soil Drill Method
Thin Wall
Soil Drill
Drill Rig
Rock Core Method
Rock Core
Drill Rig
1
Natural Ground
2 3.5
collect
2 3.5
SS
15
2
Natural Ground
3.5 5
collect
3.5 5
SS
13
3
Natural Ground
6 7.5
collect
6 7.5
SS
15
4
Natural Ground
8.5 10
collect
8.5 9.75
9.75 10
SS
18
5
Natural Ground
11 12.5
collect
13.5 13.666666
SS
18
6
Natural Ground
13.5 13.6666666666667
collect
SS
1
1
Natural Ground
14 19
collect
28
NQ2
60
2
Natural Ground
19 24
collect
45
NQ2
58
1
Natural Ground
1.5 3
collect
SS
17
2
Natural Ground
3.5 5
collect
1.5 3
SS
12
3
Natural Ground
6 7.5
collect
6 7.5
SS
18
4
Natural Ground
8.5 10
collect
8.5 9.5
9.5 10
SS
18
5
Natural Ground
11 12.5
collect
13.5 13.75
13.75 15
SS
17.5
6
Natural Ground
13.5 15
collect
16 17.5
SS
17
7
Natural Ground
16 17.5
collect
SS
18
8
Natural Ground
18.5 18.75
collect
SS
3
1
Natural Ground
19 24
collect
50
NQ2
60
2
Natural Ground
24 29
collect
53
NQ2
60
1
2
3
4a
4b
5
6
1
2A
2B
3
4A
4B
5
6A
6B
7
8A
8B
B-001-0-19
SOIL
0 2
Major
Minor
Graphic
PAVEMENT OR BASE
2 3.5
brown and dark gray
gravel and stone fragments with sand and silt
Major
LITTLE CLAY
Minor
WITH ASPHALT AND BRICK FRAGMENTS
medium dense
damp
Graphic
A-2-4
3.5 9.75
BROWN
silty clay
Major
LITTLE SAND, TRACE GRAVEL
Minor
stiff
moist
Graphic
A-6B
6
Major
Minor
very stiff
Graphic
8.5
Major
Minor
medium stiff
Graphic
9.75 11
BROWN
gravel and stone fragments with sand
Major
TRACE SILT
Minor
(NOT ENOUGH SAMPLE TO TEST)
medium dense
damp
Graphic
A-1-B
11 13.5
LIGHT BROWN
silt and clay
Major
trace sand
Minor
hard
moist
Graphic
A-6A
13.5 24
Major
Minor
Graphic
LIMESTONE
14
Graphic
14.6
@14.6' - 14.7'; CLAY SEAM
Graphic
14.7
@14.7' - 16.6'; HIGH ANGLE FRACTURE WITH CLAY INFILLING
Graphic
15
@15.0' - 15.2'; CLAY SEAM
Graphic
18.2
@ 18.2' - 18.6'; <<DMK!GAMMA LC>> = 164 pcf; Qu = 10,480 psi
Graphic
23
@ 23.0' - 23.4'; <<DMK!GAMMA LC>> = 165 pcf; Qu = 7,416 psi
Graphic
B-002-0-19
SOIL
0 1.5
Major
Minor
Graphic
PAVEMENT OR BASE
1.5 4.5
brown
sandy silt
Major
some stone fragments, little clay
Minor
with brick fragments
stiff
damp
Graphic
A-4A
2.9
@ 27.9' - 28.3'; <<DMK!GAMMA LC>> = 163 pcf; Qu = 10,179 psi
Graphic
4.5 6
light brownish gray
stone fragments with sand
Major
trace silt, trace clay
Minor
medium dense
damp
Graphic
A-1-B
6 13.75
brown
silty clay
Major
little sand, trace stone fragments
Minor
stiff
moist
Graphic
A-6B
8.5
Major
Minor
very stiff
Graphic
9.5 9.75
Major
Minor
Graphic
BOULDERS
13.75 18.7
dark grayish brown
silt and clay
Major
some sand, trace stone fragments
Minor
very stiff
damp
Graphic
A-6A
16
brown
Major
trace sand, no stone fragments
Minor
(possible residual soil)
hard
Graphic
18.7 29
Major
Minor
Graphic
LIMESTONE
19
Graphic
19.8
@19.8' - 19.9'; CLAY SEAM
Graphic
20.4
@20.4'; VERY THIN CLAY SEAMS
Graphic
20.6
@20.6'; VERY THIN CLAY SEAMS
Graphic
21.1
@ 21.1' - 21.5'; <<DMK!GAMMA LC>> = 165 pcf; Qu = 7,916 psi
Graphic
27.9
@ 27.9' - 28.3'; <<DMK!GAMMA LC>> = 163 pcf; Qu = 10,179 psi
Graphic
X-001-0-19
SOIL
0 0.63
Major
Minor
Graphic
PAVEMENT OR BASE
SPT
Natural Ground
2
N-Value
long
n_value
15
SPT
90
CME Automatic
18
1
4
6
2
8
6
3
7
6
SPT
Natural Ground
3.5
N-Value
long
n_value
6
SPT
90
CME Automatic
18
1
4
6
2
3
6
3
3
6
SPT
Natural Ground
6
N-Value
long
n_value
7
SPT
90
CME Automatic
18
1
3
6
2
3
6
3
4
6
SPT
Natural Ground
8.5
N-Value
long
n_value
10
SPT
90
CME Automatic
18
1
3
6
2
3
6
3
7
6
SPT
Natural Ground
11
N-Value
long
n_value
27
SPT
90
CME Automatic
18
1
15
6
2
15
6
3
12
6
SPT
Natural Ground
13.5
N-Value
long
n_value
SPT
90
CME Automatic
2
1
50
2
SPT
Natural Ground
1.5
N-Value
long
n_value
13
SPT
90
CME Automatic
18
1
5
6
2
7
6
3
6
6
SPT
Natural Ground
3.5
N-Value
long
n_value
7
SPT
90
CME Automatic
18
1
10
6
2
4
6
3
3
6
SPT
Natural Ground
6
N-Value
long
n_value
9
SPT
90
CME Automatic
18
1
3
6
2
5
6
3
4
6
SPT
Natural Ground
8.5
N-Value
long
n_value
15
SPT
90
CME Automatic
18
1
8
6
2
11
6
3
4
6
SPT
Natural Ground
11
N-Value
long
n_value
6
SPT
90
CME Automatic
18
1
3
6
2
3
6
3
3
6
SPT
Natural Ground
13.5
N-Value
long
n_value
14
SPT
90
CME Automatic
18
1
7
6
2
7
6
3
7
6
SPT
Natural Ground
16
N-Value
long
n_value
57
SPT
90
CME Automatic
18
1
11
6
2
22
6
3
35
6
SPT
Natural Ground
18.5
N-Value
long
n_value
SPT
90
CME Automatic
3
1
50
3
ATTERBERG
Natural Ground
2
Liquid Limit
integer
liquid_limit
%
measured
Plastic Limit
integer
plastic_limit
%
measured
29 20
ATTERBERG
Natural Ground
6
Liquid Limit
integer
liquid_limit
%
measured
Plastic Limit
integer
plastic_limit
%
measured
38 16
ATTERBERG
Natural Ground
11
Liquid Limit
integer
liquid_limit
%
measured
Plastic Limit
integer
plastic_limit
%
measured
30 19
ATTERBERG
Natural Ground
1.5
Liquid Limit
integer
liquid_limit
%
measured
Plastic Limit
integer
plastic_limit
%
measured
23 18
ATTERBERG
Natural Ground
4.5
Liquid Limit
integer
liquid_limit
%
measured
Plastic Limit
integer
plastic_limit
%
measured
0 0
ATTERBERG
Natural Ground
6
Liquid Limit
integer
liquid_limit
%
measured
Plastic Limit
integer
plastic_limit
%
measured
33 17
ATTERBERG
Natural Ground
13.75
Liquid Limit
integer
liquid_limit
%
measured
Plastic Limit
integer
plastic_limit
%
measured
32 21
ATTERBERG
Natural Ground
16
Liquid Limit
integer
liquid_limit
%
measured
Plastic Limit
integer
plastic_limit
%
measured
33 22
PARTICLE_SIZE
Natural Ground
2
0.075
32.965518951416
0.425
49.5364990234375
2
60.270938873291
4.75
78.0225830078125
9.5
92.6904983520508
12.5
96.8907470703125
568853_2019-06-20
152H
HydrometerID
568853_2019-06-20
Dry Soil Weight
85.4000015258789
Specific Gravity Used
2.65000009536743
40
30
21.5
7.1000000461936E-03
17.1021595001221
120
24
21.6000003814697
4.30000014603138E-03
12.8961200714111
PARTICLE_SIZE
Natural Ground
6
0.075
70.1759796142578
0.425
88.726936340332
2
91.0982894897461
4.75
99.2898330688477
9.5
99.6375198364258
568853_2019-06-20
152H
HydrometerID
568853_2019-06-20
Dry Soil Weight
80.2900009155273
Specific Gravity Used
2.65000009536743
40
47
20.7999992370605
6.30000000819564E-03
46.4630508422852
120
40
21.2999992370605
3.80000006407499E-03
38.7494316101074
PARTICLE_SIZE
Natural Ground
11
0.075
92.0795135498047
0.425
94.7615966796875
2
99.3017501831055
568853_2019-06-20
152H
HydrometerID
568853_2019-06-20
Dry Soil Weight
61.4599990844727
Specific Gravity Used
2.65000009536743
40
49.5
21.1000003814697
6.09999988228083E-03
70.3989105224609
120
37
21.3999996185303
3.89999989420176E-03
50.3978805541992
PARTICLE_SIZE
Natural Ground
1.5
0.075
45.8849792480469
0.425
70.1285705566406
2
77.7947769165039
4.75
89.4649429321289
9.5
95.3382873535156
12.5
97.3601684570313
568853_2019-06-20
152H
HydrometerID
568853_2019-06-20
Dry Soil Weight
83.1100006103516
Specific Gravity Used
2.65000009536743
40
29.5
21.5
7.19999987632036E-03
22.2148494720459
120
23.5
21.5
4.30000014603138E-03
16.5985794067383
PARTICLE_SIZE
Natural Ground
4.5
0.075
9.89175033569336
0.425
42.719841003418
2
47.8522491455078
4.75
49.861629486084
9.5
57.1531715393066
12.5
62.4353294372559
19
80.0685806274414
25
86.3614501953125
568853_2019-06-20
152H
HydrometerID
568853_2019-06-20
Dry Soil Weight
79.5299987792969
Specific Gravity Used
2.65000009536743
40
11
21.7000007629395
8.00000037997961E-03
3.19693088531494
120
9
21.6000003814697
4.69999993219972E-03
1.9693009853363
PARTICLE_SIZE
Natural Ground
6
0.075
71.8559799194336
0.425
87.7157821655273
2
90.905647277832
4.75
98.201286315918
9.5
99.776741027832
568853_2019-06-20
152H
HydrometerID
568853_2019-06-20
Dry Soil Weight
81.2200012207031
Specific Gravity Used
2.65000009536743
40
41.5
21.5
6.50000013411045E-03
39.993839263916
120
35
21.6000003814697
4.00000018998981E-03
32.7638206481934
PARTICLE_SIZE
Natural Ground
13.75
0.075
58.7847290039063
0.425
80.0039672851563
2
90.9014663696289
4.75
97.1543273925781
9.5
98.3739013671875
12.5
98.3739013671875
568853_2019-06-20
152H
HydrometerID
568853_2019-06-20
Dry Soil Weight
64.7300033569336
Specific Gravity Used
2.65000009536743
40
27
21.6000003814697
7.30000017210841E-03
29.8739891052246
120
21.5
21.6000003814697
4.39999997615814E-03
22.150239944458
PARTICLE_SIZE
Natural Ground
16
0.075
97.513313293457
0.425
98.7657699584961
2
99.0422897338867
568853_2019-06-20
152H
HydrometerID
568853_2019-06-20
Dry Soil Weight
60.8899993896484
Specific Gravity Used
2.65000009536743
40
49
21.8999996185303
6.09999988228083E-03
70.5835113525391
120
37
21.7999992370605
3.89999989420176E-03
50.9990196228027
POCKET PEN
Natural Ground
3.5 5
double
lab_penetrometer_measurement
%
string
visual_classification
%
string
lab_classification
%
string
group_index
%
1.0,A-6b,,
POCKET PEN
Natural Ground
6 7.5
double
lab_penetrometer_measurement
%
string
visual_classification
%
string
lab_classification
%
string
group_index
%
2.5,A-6b,A-6b,12
POCKET PEN
Natural Ground
8.5 9.75
double
lab_penetrometer_measurement
%
string
visual_classification
%
string
lab_classification
%
string
group_index
%
0.5,A-6b,,
POCKET PEN
Natural Ground
11 12.5
double
lab_penetrometer_measurement
%
string
visual_classification
%
string
lab_classification
%
string
group_index
%
4.5+,A-4a,A-6a,8
POCKET PEN
Natural Ground
1.5 3
double
lab_penetrometer_measurement
%
string
visual_classification
%
string
lab_classification
%
string
group_index
%
1.5,A-4a,A-4a,2
POCKET PEN
Natural Ground
3.5 4.5
double
lab_penetrometer_measurement
%
string
visual_classification
%
string
lab_classification
%
string
group_index
%
1.5,A-4a,,
POCKET PEN
Natural Ground
6 7.5
double
lab_penetrometer_measurement
%
string
visual_classification
%
string
lab_classification
%
string
group_index
%
2.0,A-6b,A-6b,10
POCKET PEN
Natural Ground
8.5 9.5
double
lab_penetrometer_measurement
%
string
visual_classification
%
string
lab_classification
%
string
group_index
%
3.0,A-6b,,
POCKET PEN
Natural Ground
11 12.5
double
lab_penetrometer_measurement
%
string
visual_classification
%
string
lab_classification
%
string
group_index
%
2.5,A-6b,,
POCKET PEN
Natural Ground
13.5 13.75
double
lab_penetrometer_measurement
%
string
visual_classification
%
string
lab_classification
%
string
group_index
%
2.5,A-6b,,
POCKET PEN
Natural Ground
13.75 15
double
lab_penetrometer_measurement
%
string
visual_classification
%
string
lab_classification
%
string
group_index
%
2.5,A-6a,A-6a,5
POCKET PEN
Natural Ground
16 17.5
double
lab_penetrometer_measurement
%
string
visual_classification
%
string
lab_classification
%
string
group_index
%
4.5,A-6a,A-6a,8
POCKET PEN
Natural Ground
18.5 18.7
double
lab_penetrometer_measurement
%
string
visual_classification
%
string
lab_classification
%
string
group_index
%
4.5,A-6a,,
WATER CONTENT
Natural Ground
2
double
water_content
%
14.5
WATER CONTENT
Natural Ground
3.5
double
water_content
%
20.6000003814697
WATER CONTENT
Natural Ground
6
double
water_content
%
22.5
WATER CONTENT
Natural Ground
8.5
double
water_content
%
31.7000007629395
WATER CONTENT
Natural Ground
9.75
double
water_content
%
12.8999996185303
WATER CONTENT
Natural Ground
11
double
water_content
%
21
WATER CONTENT
Natural Ground
13.5
double
water_content
%
9
WATER CONTENT
Natural Ground
1.5
double
water_content
%
13.8000001907349
WATER CONTENT
Natural Ground
3.5
double
water_content
%
16.3999996185303
WATER CONTENT
Natural Ground
4.5
double
water_content
%
5.30000019073486
WATER CONTENT
Natural Ground
6
double
water_content
%
23.1000003814697
WATER CONTENT
Natural Ground
8.5
double
water_content
%
23.3999996185303
WATER CONTENT
Natural Ground
9.5
double
water_content
%
3.5
WATER CONTENT
Natural Ground
11
double
water_content
%
25.1000003814697
WATER CONTENT
Natural Ground
13.5
double
water_content
%
15.6999998092651
WATER CONTENT
Natural Ground
13.75
double
water_content
%
16.5
WATER CONTENT
Natural Ground
16
double
water_content
%
18.2999992370605
WATER CONTENT
Natural Ground
18.5
double
water_content
%
15.1999998092651
WATER CONTENT
Natural Ground
18.7
double
water_content
%
5.69999980926514
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