Drilling Firm: Stantec For: Division of Structural Design ... · (ft) Sample No. Run (ft)...
47
31 / 31 67 / 67 61 / 42 59 / 48 99 / 99 8.5 10.0 10.0 10.0 10.0 65 100 97 99 99 (Overburden). (LIMESTONE, light gray to gray, micro-crystalline to fine grained, thin to medium bedded, with shale stringers, some weathered zones). (SHALE, light brown to dark brown, little weathering, limestone streaks, some water staining). (LIMESTONE, light gray to gray, micro-crystalline to fine grained, thin to medium bedded, with shale stringers, some weathered zones). 15.0 25.0 35.0 45.0 779.5 759.4 751.8 6.5 26.6 34.2 Augered to Refusal. No Sampling Performed. @ 1 2.9 foot void from 9.5 ft to 12.4 ft @ 9.5 Base of Weathered Rock at 12.4 ft @ 12.4 Weathered from 17.5 ft to 18.8 ft and 21.8 ft to 27.0 ft @ 20 Clay seam at 28.0 ft @ 28 Weathered from 35.0 ft to 40.5 ft @ 35 (Begin Core) 5.5 10.0 9.7 9.9 9.9 Driller Jessie, Danny DRILLER'S SUBSURFACE LOG Immediate Water Depth NA Static Water Depth NA Elevation Depth Std/Ky RQD Lithology 5 10 15 20 25 30 35 40 45 50 5 10 15 20 25 30 35 40 45 50 Depth (ft) SPT Blows Sample Type Rec (ft) Hole Type core Rec (%) Rec. (ft) Sample No. Run (ft) Description Overburden Rock Core SDI (JS) Remarks Rig_Number 812 Hole Number B-1 Surface Elevation 786.0' Total Depth 325.7' End Date 03/15/2013 Latitude(83) 37.745448 Longitude(83) -84.704965 Start Date 03/11/2013 Location 18+42.00 26.0' Lt. Printed: 2/14/17 Page 1 of 7 Drilling Firm: Stantec For: Division of Structural Design Geotechnical Branch Project Type: Structure State Bridge Project Manager: Bart Asher Project ID: S-038-2012 Item Number: 07-1116.00 Mercer - KY-152 Herrington Lake
Transcript of Drilling Firm: Stantec For: Division of Structural Design ... · (ft) Sample No. Run (ft)...
31 /31
67 /67
61 /42
59 /48
99 /99
8.5
10.0
10.0
10.0
10.0
65
100
97
99
99
(Overburden).
(LIMESTONE, light gray to gray, micro-crystalline tofine grained, thin to medium bedded, with shale
stringers, some weathered zones).
(SHALE, light brown to dark brown, little weathering,limestone streaks, some water staining).
(LIMESTONE, light gray to gray, micro-crystalline tofine grained, thin to medium bedded, with shale
stringers, some weathered zones).
15.0
25.0
35.0
45.0
779.5
759.4
751.8
6.5
26.6
34.2
Augered toRefusal. No
SamplingPerformed. @
1
2.9 foot voidfrom 9.5 ft to12.4 ft @ 9.5
Base ofWeathered
Rock at 12.4ft @ 12.4
Weatheredfrom 17.5 ft
to 18.8 ft and21.8 ft to 27.0
ft @ 20
Clay seam at28.0 ft @ 28
Weatheredfrom 35.0 ftto 40.5 ft @
35
(Begin Core)
5.5
10.0
9.7
9.9
9.9
Driller Jessie, Danny
DRILLER'S SUBSURFACE LOG
Immediate Water Depth NA
Static Water Depth NA
Elevation DepthStd/KyRQD
Lithology
5
10
15
20
25
30
35
40
45
50
5
10
15
20
25
30
35
40
45
50
Depth(ft)
SPTBlows
SampleType
Rec(ft)
Hole Type core
Rec(%)
Rec.(ft)
SampleNo.
Run(ft)
Description
Overburden
Rock CoreSDI(JS)
Remarks
Rig_Number 812
Hole Number B-1
Surface Elevation 786.0'
Total Depth 325.7'
End Date 03/15/2013
Latitude(83) 37.745448
Longitude(83) -84.704965
Start Date 03/11/2013
Location 18+42.00 26.0' Lt.
Printed: 2/14/17
Page 1 of 7
Drilling Firm: StantecFor: Division of Structural Design Geotechnical Branch
Project Type: Structure State Bridge
Project Manager: Bart Asher
Project ID: S-038-2012
Item Number: 07-1116.00
Mercer - KY-152
Herrington Lake
99 /99
84 /84
96 /96
96 /96
97 /97
88 /88
10.0
10.0
10.0
9.5
10.5
10.0
99
100
100
99
100
91
(LIMESTONE, light gray to gray, micro-crystalline tofine grained, thin to medium bedded, with shale
stringers, some weathered zones).
55.0
65.0
75.0
84.5
95.0
9.9
10.0
10.0
9.4
10.5
9.1
Driller Jessie, Danny
DRILLER'S SUBSURFACE LOG
Immediate Water Depth NA
Static Water Depth NA
Elevation DepthStd/KyRQD
Lithology
55
60
65
70
75
80
85
90
95
100
55
60
65
70
75
80
85
90
95
100
Depth(ft)
SPTBlows
SampleType
Rec(ft)
Hole Type core
Rec(%)
Rec.(ft)
SampleNo.
Run(ft)
Description
Overburden
Rock CoreSDI(JS)
Remarks
Rig_Number 812
Hole Number B-1
Surface Elevation 786.0'
Total Depth 325.7'
End Date 03/15/2013
Latitude(83) 37.745448
Longitude(83) -84.704965
Start Date 03/11/2013
Location 18+42.00 26.0' Lt.
Printed: 2/14/17
Page 2 of 7
Drilling Firm: StantecFor: Division of Structural Design Geotechnical Branch
Project Type: Structure State Bridge
Project Manager: Bart Asher
Project ID: S-038-2012
Item Number: 07-1116.00
Mercer - KY-152
Herrington Lake
88 /88
98 /98
62 /62
90 /90
99 /99
66 /66
10.0
10.0
10.0
10.0
10.0
5.0
91
100
100
100
99
100
(LIMESTONE, light gray to gray, micro-crystalline tofine grained, thin to medium bedded, with shale
stringers, some weathered zones).
105.0
115.0
125.0
135.0
145.0
150.0
1.0 foot voidfrom 104.0 ftto 105.0 ft.
Lost all waterreturn. @ 105
Weatheredfrom 105.0 ftto 106.0 ft. @
106
VeryWeathered
from 119.2 ftto 120.8 ft
and 132.3 ftto 133.2 ft. @
120
Weatheredfrom 145.0 ftto 146.0 ft. @
145
9.1
10.0
10.0
10.0
9.9
5.0
Driller Jessie, Danny
DRILLER'S SUBSURFACE LOG
Immediate Water Depth NA
Static Water Depth NA
Elevation DepthStd/KyRQD
Lithology
105
110
115
120
125
130
135
140
145
150
105
110
115
120
125
130
135
140
145
150
Depth(ft)
SPTBlows
SampleType
Rec(ft)
Hole Type core
Rec(%)
Rec.(ft)
SampleNo.
Run(ft)
Description
Overburden
Rock CoreSDI(JS)
Remarks
Rig_Number 812
Hole Number B-1
Surface Elevation 786.0'
Total Depth 325.7'
End Date 03/15/2013
Latitude(83) 37.745448
Longitude(83) -84.704965
Start Date 03/11/2013
Location 18+42.00 26.0' Lt.
Printed: 2/14/17
Page 3 of 7
Drilling Firm: StantecFor: Division of Structural Design Geotechnical Branch
Project Type: Structure State Bridge
Project Manager: Bart Asher
Project ID: S-038-2012
Item Number: 07-1116.00
Mercer - KY-152
Herrington Lake
72 /72
65 /57
96 /96
48 /48
72 /72
82 /82
96 /96
5.0
10.0
10.0
10.0
5.0
5.0
10.0
90
100
99
98
100
100
100
(LIMESTONE, light gray to gray, micro-crystalline tofine grained, thin to medium bedded, with shale
stringers, some weathered zones).
155.0
165.0
175.0
185.0
190.0
195.0
Weatheredfrom 157.0 ftto 158.8 ft. @
159
Weatheredfrom 192.5 ftto 193.0 ft. @
182
4.5
10.0
9.9
9.8
5.0
5.0
10.0
Driller Jessie, Danny
DRILLER'S SUBSURFACE LOG
Immediate Water Depth NA
Static Water Depth NA
Elevation DepthStd/KyRQD
Lithology
155
160
165
170
175
180
185
190
195
200
155
160
165
170
175
180
185
190
195
200
Depth(ft)
SPTBlows
SampleType
Rec(ft)
Hole Type core
Rec(%)
Rec.(ft)
SampleNo.
Run(ft)
Description
Overburden
Rock CoreSDI(JS)
Remarks
Rig_Number 812
Hole Number B-1
Surface Elevation 786.0'
Total Depth 325.7'
End Date 03/15/2013
Latitude(83) 37.745448
Longitude(83) -84.704965
Start Date 03/11/2013
Location 18+42.00 26.0' Lt.
Printed: 2/14/17
Page 4 of 7
Drilling Firm: StantecFor: Division of Structural Design Geotechnical Branch
Project Type: Structure State Bridge
Project Manager: Bart Asher
Project ID: S-038-2012
Item Number: 07-1116.00
Mercer - KY-152
Herrington Lake
96 /96
90 /90
73 /73
100 /100
67 /53
71 /71
10.0
10.0
10.0
10.0
10.0
10.0
100
100
100
100
100
100
(LIMESTONE, light gray to gray, micro-crystalline tofine grained, thin to medium bedded, with shale
stringers, some weathered zones).
205.0
215.0
225.0
235.0
245.0
Weatheredfrom 206.3 ftto 207.1 ft. @
206
Weatheredfrom 215.8 ft
to 216.6 ftand 219.6 ft
to 220.4 ft. @218
10.0
10.0
10.0
10.0
10.0
10.0
Driller Jessie, Danny
DRILLER'S SUBSURFACE LOG
Immediate Water Depth NA
Static Water Depth NA
Elevation DepthStd/KyRQD
Lithology
205
210
215
220
225
230
235
240
245
250
205
210
215
220
225
230
235
240
245
250
Depth(ft)
SPTBlows
SampleType
Rec(ft)
Hole Type core
Rec(%)
Rec.(ft)
SampleNo.
Run(ft)
Description
Overburden
Rock CoreSDI(JS)
Remarks
Rig_Number 812
Hole Number B-1
Surface Elevation 786.0'
Total Depth 325.7'
End Date 03/15/2013
Latitude(83) 37.745448
Longitude(83) -84.704965
Start Date 03/11/2013
Location 18+42.00 26.0' Lt.
Printed: 2/14/17
Page 5 of 7
Drilling Firm: StantecFor: Division of Structural Design Geotechnical Branch
Project Type: Structure State Bridge
Project Manager: Bart Asher
Project ID: S-038-2012
Item Number: 07-1116.00
Mercer - KY-152
Herrington Lake
71 /71
47 /47
45 /45
86 /86
100 /42
100 /89
92 /
10.0
10.0
10.0
10.0
5.7
8.1
10.2
100
100
100
100
100
100
100
(LIMESTONE, light gray to gray, micro-crystalline tofine grained, thin to medium bedded, with shale
stringers, some weathered zones).
255.0
265.0
275.0
285.0
290.7
298.8
10.0
10.0
10.0
10.0
5.7
8.1
10.2
Driller Jessie, Danny
DRILLER'S SUBSURFACE LOG
Immediate Water Depth NA
Static Water Depth NA
Elevation DepthStd/KyRQD
Lithology
255
260
265
270
275
280
285
290
295
300
255
260
265
270
275
280
285
290
295
300
Depth(ft)
SPTBlows
SampleType
Rec(ft)
Hole Type core
Rec(%)
Rec.(ft)
SampleNo.
Run(ft)
Description
Overburden
Rock CoreSDI(JS)
Remarks
Rig_Number 812
Hole Number B-1
Surface Elevation 786.0'
Total Depth 325.7'
End Date 03/15/2013
Latitude(83) 37.745448
Longitude(83) -84.704965
Start Date 03/11/2013
Location 18+42.00 26.0' Lt.
Printed: 2/14/17
Page 6 of 7
Drilling Firm: StantecFor: Division of Structural Design Geotechnical Branch
Project Type: Structure State Bridge
Project Manager: Bart Asher
Project ID: S-038-2012
Item Number: 07-1116.00
Mercer - KY-152
Herrington Lake
92
92 /92
96 /96
90 /90
10.2
10.0
6.7
100
100
100
(LIMESTONE, light gray to gray, micro-crystalline tofine grained, thin to medium bedded, with shale
stringers, some weathered zones).
309.0
319.0
325.7460.3 325.7
(Bottom of Hole 325.7')
10.2
10.0
6.7
Driller Jessie, Danny
DRILLER'S SUBSURFACE LOG
Immediate Water Depth NA
Static Water Depth NA
Elevation DepthStd/KyRQD
Lithology
305
310
315
320
325
330
335
340
345
350
305
310
315
320
325
330
335
340
345
350
Depth(ft)
SPTBlows
SampleType
Rec(ft)
Hole Type core
Rec(%)
Rec.(ft)
SampleNo.
Run(ft)
Description
Overburden
Rock CoreSDI(JS)
Remarks
Rig_Number 812
Hole Number B-1
Surface Elevation 786.0'
Total Depth 325.7'
End Date 03/15/2013
Latitude(83) 37.745448
Longitude(83) -84.704965
Start Date 03/11/2013
Location 18+42.00 26.0' Lt.
Printed: 2/14/17
Page 7 of 7
Drilling Firm: StantecFor: Division of Structural Design Geotechnical Branch
Project Type: Structure State Bridge
Project Manager: Bart Asher
Project ID: S-038-2012
Item Number: 07-1116.00
Mercer - KY-152
Herrington Lake
82 /82
55 /55
33 /33
56 /56
74 /74
68 /68
7.1
7.5
7.5
5.0
10.0
7.7
99
67
45
90
74
96
(Overburden).
(LIMESTONE, gray and tan, fine to medium grained,thin to medium bedded, with shale stringers, some
weathered zones).
12.5
20.0
27.5
32.5
42.5
782.2 5.4
Augered toRefusal. No
SamplingPerformed. @
1
Clay seamand very
weatheredfrom 16.6 ftto 21.0 ft. @
184.0 foot voidfrom 20.5 ftto 24.5 ft @
22
2.5 foot voidfrom 34.0 ftto 36.5 ft @
34
Waterstained andweatheredfrom 44.0 ftto 44.5 ft. @
44
(Begin Core)
7.0
5.0
3.4
4.5
7.4
7.4
Driller Jessie, Danny
DRILLER'S SUBSURFACE LOG
Immediate Water Depth NA
Static Water Depth NA
Elevation DepthStd/KyRQD
Lithology
5
10
15
20
25
30
35
40
45
50
5
10
15
20
25
30
35
40
45
50
Depth(ft)
SPTBlows
SampleType
Rec(ft)
Hole Type core
Rec(%)
Rec.(ft)
SampleNo.
Run(ft)
Description
Overburden
Rock CoreSDI(JS)
Remarks
Rig_Number 812
Hole Number B-2
Surface Elevation 786.6'
Total Depth 67.7'
End Date 03/19/2013
Latitude(83) 37.745299
Longitude(83) -84.705077
Start Date 03/18/2013
Location 17+80.00 16.0' Lt.
Printed: 2/14/17
Page 1 of 2
Drilling Firm: StantecFor: Division of Structural Design
Geotechnical Branch
Project Type: Structure State Bridge
Project Manager: Bart Asher
Project ID: S-038-2012
Item Number: 07-1116.00
Mercer - KY-152
Herrington Lake
Note:
Boring was drilled at 35 degrees from vertical. Reported depths are along the angle of the boring and reported elevations have been adjusted, taking the angle into consideration.
32 /32
95 /95
98 /98
2.5
10.0
5.0
100
98
98
(LIMESTONE, gray and tan, fine to medium grained,thin to medium bedded, with shale stringers, some
weathered zones).
50.2
52.7
62.7
67.7731.1 67.7
(Bottom of Hole 67.7')
2.5
9.8
4.9
Driller Jessie, Danny
DRILLER'S SUBSURFACE LOG
Immediate Water Depth NA
Static Water Depth NA
Elevation DepthStd/KyRQD
Lithology
55
60
65
70
75
80
85
90
95
100
55
60
65
70
75
80
85
90
95
100
Depth(ft)
SPTBlows
SampleType
Rec(ft)
Hole Type core
Rec(%)
Rec.(ft)
SampleNo.
Run(ft)
Description
Overburden
Rock CoreSDI(JS)
Remarks
Rig_Number 812
Hole Number B-2
Surface Elevation 786.6'
Total Depth 67.7'
End Date 03/19/2013
Latitude(83) 37.745299
Longitude(83) -84.705077
Start Date 03/18/2013
Location 17+80.00 16.0' Lt.
Printed: 2/14/17
Page 2 of 2
Drilling Firm: StantecFor: Division of Structural Design Geotechnical Branch
Project Type: Structure State Bridge
Project Manager: Bart Asher
Project ID: S-038-2012
Item Number: 07-1116.00
Mercer - KY-152
Herrington Lake
