Post on 27-Jun-2020
1
2
3
0.0-1.5
5.0-6.5
10.0-11.5
3-7-10
6-13-15
3-2-5
SPT
SPT
SPT
(Brown CLAY, with gravel, very stiff, wet).
(Brown and red CLAY, with gravel and rock fragments,very stiff, wet).
(Red and brown SILTY CLAY, with some gravel,medium stiff, wet).
(CONE PENETRATION TEST - Refer to CPT logC4001 - Test terminated due to rods bending).
369.9
365.0
363.4
5.0
10.0
11.5CPT push
was startedat 9.97' so it
wouldoverlap S-3
interval(10-11.5') @
9.97
0.5
0.8
0.5
Driller Johnson - HCN
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 sample
Rec(%)
Rec.(ft)
SampleNo.
Run(ft)
Description
Overburden
Rock CoreSDI(JS)
Remarks
Rig_Number HCN 7253
Hole Number C4001
Surface Elevation 374.9'
Total Depth 67.1'
End Date 10/31/2011
Latitude(83) 36.802297
Longitude(83) -87.985157
Start Date 10/31/2011
Location 3140+00.19 1.2' Lt.
Printed: 10/27/14
Page 1 of 2
Drilling Firm: Terracon/ICA/KYTCFor: Division of Structural Design Geotechnical Branch
Project Type: Structure Addendum State Bridge
Project Manager: Darrin Beckett
Project ID: SA-014-2010
Item Number: 01-0180.60
Trigg - US-68
Lake Barkley
(CONE PENETRATION TEST - Refer to CPT logC4001 - Test terminated due to rods bending).
307.8 67.1
(Bottom of Hole 67.1') (No Refusal)
Driller Johnson - HCN
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 sample
Rec(%)
Rec.(ft)
SampleNo.
Run(ft)
Description
Overburden
Rock CoreSDI(JS)
Remarks
Rig_Number HCN 7253
Hole Number C4001
Surface Elevation 374.9'
Total Depth 67.1'
End Date 10/31/2011
Latitude(83) 36.802297
Longitude(83) -87.985157
Start Date 10/31/2011
Location 3140+00.19 1.2' Lt.
Printed: 10/27/14
Page 2 of 2
Drilling Firm: Terracon/ICA/KYTCFor: Division of Structural Design Geotechnical Branch
Project Type: Structure Addendum State Bridge
Project Manager: Darrin Beckett
Project ID: SA-014-2010
Item Number: 01-0180.60
Trigg - US-68
Lake Barkley
SS-1
ST-1
ST-2
SS-2
SS-3
SS-4
SS-5
SS-6
ST-3
SS-7
4.0-5.5
9.0-11.0
14.0-16.0
19.0-20.5
24.0-25.5
29.0-30.5
34.0-35.5
39.0-40.5
44.0-46.0
49.0-50.5
7-4-7
8-7-6
17-19-6
9-7-3
6-7-14
7-7-5
3-5-5
SPT
ST
ST
SPT
SPT
SPT
SPT
SPT
ST
SPT
Red, yellow-brown and red-brown, clay with rockfragments.
Yellow, brown and red, clay with rock fragments.
320.5 40.0
1.2
2.0
2.0
0.3
0.8
0.9
1.2
1.5
1.9
1.5
Driller Woodard, Fred - ICA
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 and sample
Rec(%)
Rec.(ft)
SampleNo.
Run(ft)
Description
Overburden
Rock CoreSDI(JS)
Remarks
Rig_Number 365794
Hole Number 4005
Surface Elevation 360.5'
Total Depth 79.6'
End Date 08/03/2011
Latitude(83) 36.802457
Longitude(83) -87.984920
Start Date 08/01/2011
Location 3140+51.00 76.0' Lt.
Printed: 10/27/14
Page 1 of 2
Drilling Firm: Terracon/ICA/KYTCFor: Division of Structural Design Geotechnical Branch
Project Type: Structure Addendum State Bridge
Project Manager: Darrin Beckett
Project ID: SA-014-2010
Item Number: 01-0180.60
Trigg - US-68
Lake Barkley
SS-8
SS-9
SS-10
SS-11
SS-12
SS-13- / 0
54.0-55.5
59.0-60.5
64.0-65.5
69.0-70.5
74.0-75.5
78.0-78.31.3
4-4-5
16-8-18
3-12-13
1-5-6
10-4-6
50/0.30'100
SPT
SPT
SPT
SPT
SPT
SPT
Yellow, brown and red, clay with rock fragments.
Limestone. 79.6
282.2
280.9
78.3
79.6
(Bottom of Hole 79.6')
(Begin Core)
1.5
1.1
1.5
1.5
1.5
0.31.3
Driller Woodard, Fred - ICA
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 and sample
Rec(%)
Rec.(ft)
SampleNo.
Run(ft)
Description
Overburden
Rock CoreSDI(JS)
Remarks
Rig_Number 365794
Hole Number 4005
Surface Elevation 360.5'
Total Depth 79.6'
End Date 08/03/2011
Latitude(83) 36.802457
Longitude(83) -87.984920
Start Date 08/01/2011
Location 3140+51.00 76.0' Lt.
Printed: 10/27/14
Page 2 of 2
Drilling Firm: Terracon/ICA/KYTCFor: Division of Structural Design Geotechnical Branch
Project Type: Structure Addendum State Bridge
Project Manager: Darrin Beckett
Project ID: SA-014-2010
Item Number: 01-0180.60
Trigg - US-68
Lake Barkley
SS-1
SS-2
SS-3
SS-4
4.5-6.0
9.5-11.0
14.5-16.0
17.8-18.9
5-5-7
3-11-8
2-6-9
30-29-50/0.10'
SPT
SPT
SPT
SPT
Brown, clay with gravel.
Concrete frags. with rebar.
357.4
355.4
16.9
18.9
(Bottom of Hole 18.9') (No Refusal)
Termination due to construction debris at base of roadwayembankment.
SPT Energy Measurments performed by Terracon on samples1-4 on 8/4/2011.
0.2
0.8
1.2
1.1
Driller Cayton, Bill - ICA
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 sample
Rec(%)
Rec.(ft)
SampleNo.
Run(ft)
Description
Overburden
Rock CoreSDI(JS)
Remarks
Rig_Number 300404
Hole Number 4001
Surface Elevation 374.3'
Total Depth 18.9'
End Date 08/04/2011
Latitude(83) 36.802215
Longitude(83) -87.984653
Start Date 08/04/2011
Location 3141+50.00 13.0' Lt.
Printed: 10/27/14
Page 1 of 1
Drilling Firm: Terracon/ICA/KYTCFor: Division of Structural Design Geotechnical Branch
Project Type: Structure Addendum State Bridge
Project Manager: Darrin Beckett
Project ID: SA-014-2010
Item Number: 01-0180.60
Trigg - US-68
Lake Barkley
1
2
3
4
5.0-6.5
23.0-23.5
28.0-29.5
47.0-48.5
6-10-10
50/0.50'
3-4-4
9-9-9
SPT
SPT
SPT
SPT
(FILL, brown SILTY SAND, with gravel, very stiff,moist).
(CONE PENETRATION TEST - Refer to CPT logC4002 - Test terminated due to rods bending).
(Brown well-graded gravel with sand, possible rip rapfill, very dense).
(Gray SANDY SILTY CLAY, with gravel, medium stiff,moist (POSSIBLE FILL)).
(CONE PENETRATION TEST - Refer to CPT logC4002 - Test terminated due to rods bending).
(Clayey silt, silty clay and clay - from C4002 CPT log).
365.6
357.2
347.6
345.6
333.3
326.7
10.0
18.4
28.0
30.0
42.3
48.9
0.8
0.4
1.2
0.0
Driller Johnson - HCN
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 sample
Rec(%)
Rec.(ft)
SampleNo.
Run(ft)
Description
Overburden
Rock CoreSDI(JS)
Remarks
Rig_Number HCN 7253
Hole Number C4002
Surface Elevation 375.6'
Total Depth 74.1'
End Date 12/02/2011
Latitude(83) 36.802159
Longitude(83) -87.984492
Start Date 12/01/2011
Location 3142+01.25 6.9' Lt.
Printed: 10/27/14
Page 1 of 2
Drilling Firm: Terracon/ICA/KYTCFor: Division of Structural Design Geotechnical Branch
Project Type: Structure Addendum State Bridge
Project Manager: Darrin Beckett
Project ID: SA-014-2010
Item Number: 01-0180.60
Trigg - US-68
Lake Barkley
(CONE PENETRATION TEST - Refer to CPT logC4002 - Test terminated due to rods bending).
301.5 74.2
(Bottom of Hole 74.1') (No Refusal)
Driller Johnson - HCN
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 sample
Rec(%)
Rec.(ft)
SampleNo.
Run(ft)
Description
Overburden
Rock CoreSDI(JS)
Remarks
Rig_Number HCN 7253
Hole Number C4002
Surface Elevation 375.6'
Total Depth 74.1'
End Date 12/02/2011
Latitude(83) 36.802159
Longitude(83) -87.984492
Start Date 12/01/2011
Location 3142+01.25 6.9' Lt.
Printed: 10/27/14
Page 2 of 2
Drilling Firm: Terracon/ICA/KYTCFor: Division of Structural Design Geotechnical Branch
Project Type: Structure Addendum State Bridge
Project Manager: Darrin Beckett
Project ID: SA-014-2010
Item Number: 01-0180.60
Trigg - US-68
Lake Barkley
SS-1
SS-2
SS-3
SS-4
SS-5
SS-6
ST-1
ST-2
ST-3
4.5-6.0
9.5-11.0
14.5-16.0
19.5-21.0
24.5-26.0
29.5-31.0
34.5-36.5
39.5-41.5
44.5-46.5
13-11-7
4-6-11
7-7-12
5-2-5
11-3-5
1-2-3
SPT
SPT
SPT
SPT
SPT
SPT
ST
ST
ST
Clay with rock fragments (roadway embankment).
Gray, clay with rock fragments.
Gray, sandy, silty clay.
Brown, wet, sand.
343.3
334.8
329.8
34.5
43.0
48.0
0.3
0.9
0.4
0.2
0.3
1.5
1.1
1.3
2.0
Driller Woodard, Fred - ICA
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 sample
Rec(%)
Rec.(ft)
SampleNo.
Run(ft)
Description
Overburden
Rock CoreSDI(JS)
Remarks
Rig_Number 365794
Hole Number 4006
Surface Elevation 377.8'
Total Depth 114.1'
End Date 08/07/2011
Latitude(83) 36.801996
Longitude(83) -87.984022
Start Date 08/05/2011
Location 3143+50.00 10.0' Rt.
Printed: 10/27/14
Page 1 of 3
Drilling Firm: Terracon/ICA/KYTCFor: Division of Structural Design Geotechnical Branch
Project Type: Structure Addendum State Bridge
Project Manager: Darrin Beckett
Project ID: SA-014-2010
Item Number: 01-0180.60
Trigg - US-68
Lake Barkley
SS-7SS-7
ST-4
SS-8
SS-9
SS-10
SS-11
SS-12
SS-13
SS-14
SS-15
49.5-51.049.5-51.0
54.5-56.5
59.5-61.0
64.5-66.0
69.5-71.0
74.5-76.0
79.5-81.0
84.5-86.0
89.5-91.0
94.5-96.0
0-0-10-0-1
7-9-10
3-3-6
13-13-18
1-2-9
6-7-10
5-14-6
30-44-20
9-15-13
SPTSPT
ST
SPT
SPT
SPT
SPT
SPT
SPT
SPT
SPT
Brown, wet, sand.
Brown and gray, clayey sand.
Brown, sandy clay with rock fragments.
Brown and red, clay with rock fragments.
325.0
319.8
305.0
52.8
58.0
72.8
0.60.6
1.5
1.5
1.5
0.6
1.5
0.7
0.7
1.0
0.9
Driller Woodard, Fred - ICA
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 sample
Rec(%)
Rec.(ft)
SampleNo.
Run(ft)
Description
Overburden
Rock CoreSDI(JS)
Remarks
Rig_Number 365794
Hole Number 4006
Surface Elevation 377.8'
Total Depth 114.1'
End Date 08/07/2011
Latitude(83) 36.801996
Longitude(83) -87.984022
Start Date 08/05/2011
Location 3143+50.00 10.0' Rt.
Printed: 10/27/14
Page 2 of 3
Drilling Firm: Terracon/ICA/KYTCFor: Division of Structural Design Geotechnical Branch
Project Type: Structure Addendum State Bridge
Project Manager: Darrin Beckett
Project ID: SA-014-2010
Item Number: 01-0180.60
Trigg - US-68
Lake Barkley
SS-16SS-16
SS-17
99.5-101.099.5-101.0
109.5-111.0
12-15-1312-15-13
9-3-3
SPTSPT
SPT
Brown and red, clay with rock fragments.
263.8 114.1
(Bottom of Hole 114.1') (No Refusal)
0.90.9
0.9
Driller Woodard, Fred - ICA
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 sample
Rec(%)
Rec.(ft)
SampleNo.
Run(ft)
Description
Overburden
Rock CoreSDI(JS)
Remarks
Rig_Number 365794
Hole Number 4006
Surface Elevation 377.8'
Total Depth 114.1'
End Date 08/07/2011
Latitude(83) 36.801996
Longitude(83) -87.984022
Start Date 08/05/2011
Location 3143+50.00 10.0' Rt.
Printed: 10/27/14
Page 3 of 3
Drilling Firm: Terracon/ICA/KYTCFor: Division of Structural Design Geotechnical Branch
Project Type: Structure Addendum State Bridge
Project Manager: Darrin Beckett
Project ID: SA-014-2010
Item Number: 01-0180.60
Trigg - US-68
Lake Barkley
1
2
3
4
5
6
7
0.0-1.5
5.0-6.5
16.5-18.0
21.5-23.0
26.5-28.0
31.5-32.5
36.5-38.0
9-8-11
11-4-4
31-12-8
24-19-10
4-6-11
50-50/0.50'
4-4-4
SPT
SPT
SPT
SPT
SPT
SPT
SPT
(FILL, brown SILTY GRAVEL, with sand, mediumdense).
(Brown SANDY SILT, medium dense).
(CONE PENETRATION TEST - Refer to CPT logC4003 - Test terminated due to unacceptable tilt).
(Brown SILTY GRAVEL, with sand, medium dense).
(Well graded GRAVEL, with sand, medium dense tovery dense to loose).
(CONE PENETRATION TEST - Refer to CPT logC4003 - Test terminated due to rods bending).
373.1
371.6
366.3
356.6
340.1
5.0
6.5
11.8
21.5
38.0
CPT Push #1was startedat 4.99' so it
wouldoverlap S-2
interval(5-6.5') @
4.99
0.2
0.8
0.6
0.3
0.1
0.3
0.0
Driller Johnson - HCN
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 sample
Rec(%)
Rec.(ft)
SampleNo.
Run(ft)
Description
Overburden
Rock CoreSDI(JS)
Remarks
Rig_Number HCN 7253
Hole Number C4003
Surface Elevation 378.1'
Total Depth 88.1'
End Date 11/13/2011
Latitude(83) 36.802024
Longitude(83) -87.984006
Start Date 11/13/2011
Location 3143+51.59 1.1' Lt.
Printed: 10/27/14
Page 1 of 2
Drilling Firm: Terracon/ICA/KYTCFor: Division of Structural Design Geotechnical Branch
Project Type: Structure Addendum State Bridge
Project Manager: Darrin Beckett
Project ID: SA-014-2010
Item Number: 01-0180.60
Trigg - US-68
Lake Barkley
8
9
10
11
56.0-57.5
61.0-62.5
73.5-75.0
78.8-80.3
26-9-9
2-1-2
7-6-5
4-11-8
SPT
SPT
SPT
SPT
(Brown poorly graded GRAVEL, with limestone andchert fragments, medium dense).
(Brown SILT, with sand, very loose, wet).
(CONE PENETRATION TEST - Refer to CPT logC4003 - Test terminated due to rods bending).
(Brown FAT CLAY, stiff to very stiff, moist).
(CONE PENETRATION TEST - Refer to CPT logC4003 - Test terminated due to rods bending).
326.8
317.1
315.1
306.8
297.3
290.0
51.3
61.0
63.0
71.3
80.8
88.1
(Bottom of Hole 88.1') (No Refusal)
0.1
0.5
0.0
1.3
Driller Johnson - HCN
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 sample
Rec(%)
Rec.(ft)
SampleNo.
Run(ft)
Description
Overburden
Rock CoreSDI(JS)
Remarks
Rig_Number HCN 7253
Hole Number C4003
Surface Elevation 378.1'
Total Depth 88.1'
End Date 11/13/2011
Latitude(83) 36.802024
Longitude(83) -87.984006
Start Date 11/13/2011
Location 3143+51.59 1.1' Lt.
Printed: 10/27/14
Page 2 of 2
Drilling Firm: Terracon/ICA/KYTCFor: Division of Structural Design Geotechnical Branch
Project Type: Structure Addendum State Bridge
Project Manager: Darrin Beckett
Project ID: SA-014-2010
Item Number: 01-0180.60
Trigg - US-68
Lake Barkley
1
2
3
4
5
6
7
8
9
10
5.0-6.5
10.0-12.0
15.0-16.5
20.0-22.0
25.0-26.5
30.0-32.0
35.0-36.5
40.0-42.0
45.0-46.5
47.0-48.5
0-0-2
3-4-7
8-8-10
11-10-6
2-3-2
3-4-5
SPT
ST
SPT
ST
SPT
ST
SPT
ST
SPT
SPT
(Silty sand, sandy silt or clayey silt - from C4004 log).
(Gray LEAN CLAY, with rock fragments, soft to stiff,moist).
(Brown poorly graded SAND, medium dense, wet).
(Brown poorly graded GRAVEL, with sand, mediumdense to loose, wet).
(Brown SILTY GRAVEL, loose).
345.4
325.4
315.4
303.4
5.0
25.0
35.0
47.0
1.5
1.2
1.5
1.9
0.9
0.8
0.6
1.8
0.0
0.4
Driller Mathis - HCN
DRILLER'S SUBSURFACE LOG
Immediate Water Depth -7.4 (07/30/11)
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 and sample
Rec(%)
Rec.(ft)
SampleNo.
Run(ft)
Description
Overburden
Rock CoreSDI(JS)
Remarks
Rig_Number HCN 7253
Hole Number 4007
Surface Elevation 350.4'
Total Depth 59.4'
End Date 08/01/2011
Latitude(83) 36.802333
Longitude(83) -87.983897
Start Date 07/30/2011
Location 3143+48.56 118.1' Lt.
Printed: 10/27/14
Page 1 of 2
Drilling Firm: Terracon/ICA/KYTCFor: Division of Structural Design Geotechnical Branch
Project Type: Structure Addendum State Bridge
Project Manager: Darrin Beckett
Project ID: SA-014-2010
Item Number: 01-0180.60
Trigg - US-68
Lake Barkley
11
12
100 /100
50.0-52.0
54.3-54.4
5.0
50/0.10'
100
ST
SPT
(Brown SILTY GRAVEL, loose).
(LIMESTONE, gray, fine to coarse grained,fossiliferous, stylolitic, void noted at 57.4-57.5').
59.4
296.0
291.0
54.4
59.4
(Bottom of Hole 59.4')
Deck Elevation = 365.34 ft.Deck to Water = 7.6 ft.
Deck to Mudline = 14.9 ft.
(Begin Core)
0.5
0.0
5.0
Driller Mathis - HCN
DRILLER'S SUBSURFACE LOG
Immediate Water Depth -7.4 (07/30/11)
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 and sample
Rec(%)
Rec.(ft)
SampleNo.
Run(ft)
Description
Overburden
Rock CoreSDI(JS)
Remarks
Rig_Number HCN 7253
Hole Number 4007
Surface Elevation 350.4'
Total Depth 59.4'
End Date 08/01/2011
Latitude(83) 36.802333
Longitude(83) -87.983897
Start Date 07/30/2011
Location 3143+48.56 118.1' Lt.
Printed: 10/27/14
Page 2 of 2
Drilling Firm: Terracon/ICA/KYTCFor: Division of Structural Design Geotechnical Branch
Project Type: Structure Addendum State Bridge
Project Manager: Darrin Beckett
Project ID: SA-014-2010
Item Number: 01-0180.60
Trigg - US-68
Lake Barkley
1
2
3
25.5-27.0
30.5-32.0
35.5-37.0
4-4-14
3-4-11
3-3-4
SPT
SPT
SPT
(CONE PENETRATION TEST - Refer to CPT logC4004 - Test terminated due to rods bending).
(Gray well-graded GRAVEL, with sand, medium dense,wet).
(Brown well-graded SAND, with gravel, medium dense,wet).
(Brown LEAN CLAY, with sand, medium stiff).
(CONE PENETRATION TEST - Refer to CPT logC4004 - Test terminated due to rods bending).
357.6
347.6
342.6
341.1
20.5
30.5
35.5
37.0
0.7
0.3
1.0
Driller Johnson - HCN
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 sample
Rec(%)
Rec.(ft)
SampleNo.
Run(ft)
Description
Overburden
Rock CoreSDI(JS)
Remarks
Rig_Number HCN 7253
Hole Number C4004
Surface Elevation 378.1'
Total Depth 90.5'
End Date 11/11/2011
Latitude(83) 36.801877
Longitude(83) -87.983535
Start Date 11/10/2011
Location 3144+99.14 8.1' Rt.
Printed: 10/27/14
Page 1 of 2
Drilling Firm: Terracon/ICA/KYTCFor: Division of Structural Design Geotechnical Branch
Project Type: Structure Addendum State Bridge
Project Manager: Darrin Beckett
Project ID: SA-014-2010
Item Number: 01-0180.60
Trigg - US-68
Lake Barkley
4
5
6
7
8
9
10
59.0-60.5
64.0-65.5
69.0-70.5
74.0-75.5
79.0-80.5
84.0-85.5
89.0-90.5
18-11-11
49-38-11
12-13-10
37-7-5
9-6-12
38-23-12
14-5-5
SPT
SPT
SPT
SPT
SPT
SPT
SPT
(CONE PENETRATION TEST - Refer to CPT logC4004 - Test terminated due to rods bending).
(Brown LEAN CLAY, very stiff).
(Brown poorly graded SAND, with gravel, mediumdense).
(Gray SILT, with gravel and chert fragments, dense).
(Brown well-graded GRAVEL, with sand, dense tomedium dense).
(Brown SILTY GRAVEL, with sand, dense).
(Brown CLAYEY GRAVEL, with sand, loose, wet).
324.0
318.1
314.1313.1
294.1
289.1
287.6
54.1
60.0
64.065.0
84.0
89.0
90.5
(Bottom of Hole 90.5') (No Refusal)
1.1
1.1
0.5
0.4
0.7
0.9
1.3
Driller Johnson - HCN
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 sample
Rec(%)
Rec.(ft)
SampleNo.
Run(ft)
Description
Overburden
Rock CoreSDI(JS)
Remarks
Rig_Number HCN 7253
Hole Number C4004
Surface Elevation 378.1'
Total Depth 90.5'
End Date 11/11/2011
Latitude(83) 36.801877
Longitude(83) -87.983535
Start Date 11/10/2011
Location 3144+99.14 8.1' Rt.
Printed: 10/27/14
Page 2 of 2
Drilling Firm: Terracon/ICA/KYTCFor: Division of Structural Design Geotechnical Branch
Project Type: Structure Addendum State Bridge
Project Manager: Darrin Beckett
Project ID: SA-014-2010
Item Number: 01-0180.60
Trigg - US-68
Lake Barkley
ST-1
SS-1
SS-2
SS-3
SS-4
SS-5
4.4-6.4
9.4-10.9
14.4-15.9
19.4-20.9
24.4-25.9
29.4-30.9
2-4-3
2-1-4
8-16-20
8-8-8
5-4-5
ST
SPT
SPT
SPT
SPT
SPT
Red, clay with rock fragments.
Rock fragments.
354.6
346.4
22.7
30.9
(Bottom of Hole 30.9') (No Refusal)
1.2
0.8
0.9
1.0
0.3
1.5
Driller Woodard, Fred - ICA
DRILLER'S SUBSURFACE LOG
Immediate Water Depth 24.0 (08/05/11)
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 sample
Rec(%)
Rec.(ft)
SampleNo.
Run(ft)
Description
Overburden
Rock CoreSDI(JS)
Remarks
Rig_Number 365794
Hole Number 4004
Surface Elevation 377.3'
Total Depth 30.9'
End Date 08/05/2011
Latitude(83) 36.801944
Longitude(83) -87.983502
Start Date 08/05/2011
Location 3145+01.00 18.0' Lt.
Printed: 10/27/14
Page 1 of 1
Drilling Firm: Terracon/ICA/KYTCFor: Division of Structural Design Geotechnical Branch
Project Type: Structure Addendum State Bridge
Project Manager: Darrin Beckett
Project ID: SA-014-2010
Item Number: 01-0180.60
Trigg - US-68
Lake Barkley
1
2
3
4
5
6
7
8
9
4.9-6.4
9.9-11.4
14.9-16.4
19.9-21.4
24.9-26.4
29.9-31.4
34.9-36.4
39.9-41.4
44.9-46.4
0-0-2
3-5-6
4-6-7
4-5-7
27-35-15
6-12-8
SPT
ST
SPT
ST
SPT
ST
SPT
SPT
SPT
(Brown and gray LEAN CLAY, trace rock fragments,stiff, moist).
(Brown SILTY SAND, medium dense, wet).
(Brown and gray poorly graded SAND, with gravel,medium dense, wet).
(Brown and gray well-graded GRAVEL, with sand,dense).
(Brown and gray poorly graded SAND, with gravel,medium dense, wet).
327.3
317.3
312.3
307.3
302.3
24.9
34.9
39.9
44.9
49.9
0.0
1.5
1.2
1.3
1.3
1.3
1.2
1.1
1.1
Driller Mathis - HCN
DRILLER'S SUBSURFACE LOG
Immediate Water Depth -5.7 (07/29/11)
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 sample
Rec(%)
Rec.(ft)
SampleNo.
Run(ft)
Description
Overburden
Rock CoreSDI(JS)
Remarks
Rig_Number HCN 7253
Hole Number 4009
Surface Elevation 352.2'
Total Depth 92.5'
End Date 07/30/2011
Latitude(83) 36.802093
Longitude(83) -87.982926
Start Date 07/29/2011
Location 3146+45.39 136.9' Lt.
Printed: 10/27/14
Page 1 of 3
Drilling Firm: Terracon/ICA/KYTCFor: Division of Structural Design Geotechnical Branch
Project Type: Structure Addendum State Bridge
Project Manager: Darrin Beckett
Project ID: SA-014-2010
Item Number: 01-0180.60
Trigg - US-68
Lake Barkley
10
11
12
13
14
15
16
17
18
19
49.9-51.4
54.9-56.4
59.9-61.4
64.9-66.4
69.9-71.4
74.9-76.4
79.9-81.4
84.9-86.4
89.9-90.1
92.2-92.5
31-22-16
12-5-9
0-0-0
11-9-7
10-11-6
42-6-3
50/0.20'
50/0.25'
SPT
SPT
ST
SPT
ST
SPT
SPT
SPT
SPT
SPT
(Brown and gray well-graded SAND, with gravel andchert fragments, dense to medium dense, wet, grading
to gray at 54.9').
(Gray LEAN CLAY, with sand, very soft).
(Gray well-graded SAND, with gravel, medium dense,grading brown at 79.9-81.4').
(Brown CLAYEY SAND AND CHERT FRAGMENTS,loose, possible cobbles and large chert fragments,
obstructing spoon).
(LIMESTONE BEDROCK).
292.3
277.3
267.3
262.3
259.7
59.9
74.9
84.9
89.9
92.5
(Bottom of Hole 92.5') (Refusal @ 92.5)
1.1
1.0
1.3
1.4
1.3
1.2
1.0
0.1
0.0
0.3
Driller Mathis - HCN
DRILLER'S SUBSURFACE LOG
Immediate Water Depth -5.7 (07/29/11)
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 sample
Rec(%)
Rec.(ft)
SampleNo.
Run(ft)
Description
Overburden
Rock CoreSDI(JS)
Remarks
Rig_Number HCN 7253
Hole Number 4009
Surface Elevation 352.2'
Total Depth 92.5'
End Date 07/30/2011
Latitude(83) 36.802093
Longitude(83) -87.982926
Start Date 07/29/2011
Location 3146+45.39 136.9' Lt.
Printed: 10/27/14
Page 2 of 3
Drilling Firm: Terracon/ICA/KYTCFor: Division of Structural Design Geotechnical Branch
Project Type: Structure Addendum State Bridge
Project Manager: Darrin Beckett
Project ID: SA-014-2010
Item Number: 01-0180.60
Trigg - US-68
Lake Barkley
Deck Elevation = 365.38 ft.Deck to Water = 7.5 ft.
Deck to Mudline = 13.2 ft.
Driller Mathis - HCN
DRILLER'S SUBSURFACE LOG
Immediate Water Depth -5.7 (07/29/11)
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 sample
Rec(%)
Rec.(ft)
SampleNo.
Run(ft)
Description
Overburden
Rock CoreSDI(JS)
Remarks
Rig_Number HCN 7253
Hole Number 4009
Surface Elevation 352.2'
Total Depth 92.5'
End Date 07/30/2011
Latitude(83) 36.802093
Longitude(83) -87.982926
Start Date 07/29/2011
Location 3146+45.39 136.9' Lt.
Printed: 10/27/14
Page 3 of 3
Drilling Firm: Terracon/ICA/KYTCFor: Division of Structural Design Geotechnical Branch
Project Type: Structure Addendum State Bridge
Project Manager: Darrin Beckett
Project ID: SA-014-2010
Item Number: 01-0180.60
Trigg - US-68
Lake Barkley
SS-1
SS-2
SS-3
SS-4
SS-5
SS-6
SS-7
ST-1
ST-2
4.4-5.9
9.4-10.9
14.4-15.9
19.4-20.9
24.4-25.9
29.4-30.9
34.4-35.9
39.4-41.4
44.4-46.4
6-4-8
3-6-6
6-7-6
0-0-0
3-35-22
4-7-5
2-4-4
SPT
SPT
SPT
SPT
SPT
SPT
SPT
ST
ST
Roadway embankment with gravel.
Gray and brown, clay.
Brown, clay with sand.
344.3
330.8
34.4
47.9
0.6
0.9
0.8
0.3
0.3
0.8
0.2
2.0
2.0
Driller Woodard, Fred - ICA
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 sample
Rec(%)
Rec.(ft)
SampleNo.
Run(ft)
Description
Overburden
Rock CoreSDI(JS)
Remarks
Rig_Number 365794
Hole Number 4008
Surface Elevation 378.7'
Total Depth 108.1'
End Date 08/18/2011
Latitude(83) 36.801734
Longitude(83) -87.983051
Start Date 08/16/2011
Location 3146+50.00 15.0' Rt.
Printed: 10/27/14
Page 1 of 3
Drilling Firm: Terracon/ICA/KYTCFor: Division of Structural Design Geotechnical Branch
Project Type: Structure Addendum State Bridge
Project Manager: Darrin Beckett
Project ID: SA-014-2010
Item Number: 01-0180.60
Trigg - US-68
Lake Barkley
ST-3ST-3
ST-4
SS-8
SS-9
SS-10
SS-11
SS-12
SS-13
ST-5
ST-6
ST-7
49.4-51.449.4-51.4
54.4-56.4
59.4-60.9
64.4-65.9
69.4-70.9
74.4-75.8
79.4-80.9
84.4-85.9
85.9-87.9
89.4-91.4
94.4-96.4
5-13-13
0-1-2
19-24-28
7-18-50/0.40'
22-23-11
1-3-4
STST
ST
SPT
SPT
SPT
SPT
SPT
SPT
ST
ST
ST
Brown, clay with sand.
Brown and gray, sand.
Gray and brown, clay with sand & gravel.
320.8
296.0
57.9
82.7
2.02.0
1.0
1.2
1.2
0.7
0.9
0.7
1.5
1.2
2.0
0.6
Driller Woodard, Fred - ICA
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 sample
Rec(%)
Rec.(ft)
SampleNo.
Run(ft)
Description
Overburden
Rock CoreSDI(JS)
Remarks
Rig_Number 365794
Hole Number 4008
Surface Elevation 378.7'
Total Depth 108.1'
End Date 08/18/2011
Latitude(83) 36.801734
Longitude(83) -87.983051
Start Date 08/16/2011
Location 3146+50.00 15.0' Rt.
Printed: 10/27/14
Page 2 of 3
Drilling Firm: Terracon/ICA/KYTCFor: Division of Structural Design Geotechnical Branch
Project Type: Structure Addendum State Bridge
Project Manager: Darrin Beckett
Project ID: SA-014-2010
Item Number: 01-0180.60
Trigg - US-68
Lake Barkley
SS-14SS-14
SS-15
SS-16
99.4-100.999.4-100.9
104.4-105.9
108.0-108.1
5-5-65-5-6
2-3-50/0.50'
50/0.10'
SPTSPT
SPT
SPT
Gray and brown, clay with sand & gravel.
270.6 108.1
(Bottom of Hole 108.1') (No Refusal)
Hole grouted upon completion.
0.20.2
1.5
0.0
Driller Woodard, Fred - ICA
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 sample
Rec(%)
Rec.(ft)
SampleNo.
Run(ft)
Description
Overburden
Rock CoreSDI(JS)
Remarks
Rig_Number 365794
Hole Number 4008
Surface Elevation 378.7'
Total Depth 108.1'
End Date 08/18/2011
Latitude(83) 36.801734
Longitude(83) -87.983051
Start Date 08/16/2011
Location 3146+50.00 15.0' Rt.
Printed: 10/27/14
Page 3 of 3
Drilling Firm: Terracon/ICA/KYTCFor: Division of Structural Design Geotechnical Branch
Project Type: Structure Addendum State Bridge
Project Manager: Darrin Beckett
Project ID: SA-014-2010
Item Number: 01-0180.60
Trigg - US-68
Lake Barkley
1
2
3
4
5
0.0-1.5
5.0-6.5
30.0-31.5
35.0-36.5
40.0-41.5
14-9-11
3-2-4
24-49-14
6-8-50/0.50'
5-4-4
SPT
SPT
SPT
SPT
SPT
(Brown CLAYEY GRAVEL, with sand, (FILL), mediumdense).
(CONE PENETRATION TEST - Refer to CPT logC4005 - Test terminated due to rods bending).
(Chert and limestone fragments, with gray lean clay,very dense).
(Brown and gray LEAN CLAY, medium stiff, wet).
(CONE PENETRATION TEST - Refer to CPT logC4005 - Test terminated due to rods bending).
373.3
353.2
338.3
336.3
5.0
25.1
40.0
42.0
0.8
0.2
0.3
0.1
1.3
Driller Johnson - HCN
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 sample
Rec(%)
Rec.(ft)
SampleNo.
Run(ft)
Description
Overburden
Rock CoreSDI(JS)
Remarks
Rig_Number HCN 7253
Hole Number C4005
Surface Elevation 378.3'
Total Depth 79.5'
End Date 11/13/2011
Latitude(83) 36.801808
Longitude(83) -87.982986
Start Date 11/12/2011
Location 3146+60.06 33.0' Lt.
Printed: 10/27/14
Page 1 of 2
Drilling Firm: Terracon/ICA/KYTCFor: Division of Structural Design Geotechnical Branch
Project Type: Structure Addendum State Bridge
Project Manager: Darrin Beckett
Project ID: SA-014-2010
Item Number: 01-0180.60
Trigg - US-68
Lake Barkley
6
7
73.0-74.5
78.0-78.3
30-36-40/0.50'
50/0.30'
SPT
SPT
(CONE PENETRATION TEST - Refer to CPT logC4005 - Test terminated due to rods bending).
(LIMESTONE FRAGMENTS, very dense, gradinglimestone and chert fragments at 78').
310.0
298.8
68.3
79.5
(Bottom of Hole 79.5') (No Refusal)
0.1
0.1
Driller Johnson - HCN
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 sample
Rec(%)
Rec.(ft)
SampleNo.
Run(ft)
Description
Overburden
Rock CoreSDI(JS)
Remarks
Rig_Number HCN 7253
Hole Number C4005
Surface Elevation 378.3'
Total Depth 79.5'
End Date 11/13/2011
Latitude(83) 36.801808
Longitude(83) -87.982986
Start Date 11/12/2011
Location 3146+60.06 33.0' Lt.
Printed: 10/27/14
Page 2 of 2
Drilling Firm: Terracon/ICA/KYTCFor: Division of Structural Design Geotechnical Branch
Project Type: Structure Addendum State Bridge
Project Manager: Darrin Beckett
Project ID: SA-014-2010
Item Number: 01-0180.60
Trigg - US-68
Lake Barkley
SS-1
SS-2
SS-3
SS-4
3.7-5.2
8.7-10.2
13.7-15.2
18.7-20.2
1-1-1
2-3-5
4-3-5
2-3-4
SPT
SPT
SPT
SPT
Brown and red, clay with rock fragments.
353.5 22.3
(Bottom of Hole 22.3') (No Refusal)
Termination due to construction debris at base of roadwayembankment.
0.1
0.4
0.4
1.2
Driller Woodard, Fred - ICA
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 sample
Rec(%)
Rec.(ft)
SampleNo.
Run(ft)
Description
Overburden
Rock CoreSDI(JS)
Remarks
Rig_Number 365794
Hole Number 4003
Surface Elevation 375.8'
Total Depth 22.3'
End Date 08/05/2011
Latitude(83) 36.801816
Longitude(83) -87.982785
Start Date 08/05/2011
Location 3147+15.00 37.0' Lt.
Printed: 10/27/14
Page 1 of 1
Drilling Firm: Terracon/ICA/KYTCFor: Division of Structural Design Geotechnical Branch
Project Type: Structure Addendum State Bridge
Project Manager: Darrin Beckett
Project ID: SA-014-2010
Item Number: 01-0180.60
Trigg - US-68
Lake Barkley
(This interval was sampled in nearby borings C4006,B4013, and B4010, but not in this boring. Therefore,soil descriptions were not obtained in this interval.).
Driller Johnson - HCN
DRILLER'S SUBSURFACE LOG
Immediate Water Depth (12/03/11)
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 HCN 7253
Hole Number 4012
Surface Elevation 366.5'
Total Depth 137.7'
End Date 12/03/2011
Latitude(83) 36.801558
Longitude(83) -87.982633
Start Date 12/03/2011
Location 3147+86.16 22.4' Rt.
Printed: 10/27/14
Page 1 of 3
Drilling Firm: Terracon/ICA/KYTCFor: Division of Structural Design Geotechnical Branch
Project Type: Structure Addendum State Bridge
Project Manager: Darrin Beckett
Project ID: SA-014-2010
Item Number: 01-0180.60
Trigg - US-68
Lake Barkley
66 /66 3.2 91
(This interval was sampled in nearby borings C4006,B4013, and B4010, but not in this boring. Therefore,soil descriptions were not obtained in this interval.).
99.7
270.0 96.5 (Begin Core)
2.9
Driller Johnson - HCN
DRILLER'S SUBSURFACE LOG
Immediate Water Depth (12/03/11)
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 HCN 7253
Hole Number 4012
Surface Elevation 366.5'
Total Depth 137.7'
End Date 12/03/2011
Latitude(83) 36.801558
Longitude(83) -87.982633
Start Date 12/03/2011
Location 3147+86.16 22.4' Rt.
Printed: 10/27/14
Page 2 of 3
Drilling Firm: Terracon/ICA/KYTCFor: Division of Structural Design Geotechnical Branch
Project Type: Structure Addendum State Bridge
Project Manager: Darrin Beckett
Project ID: SA-014-2010
Item Number: 01-0180.60
Trigg - US-68
Lake Barkley
100 /100
100 /100
100 /100
100 /100
100 /100
68 /68
96 /96
93 /93
5.0
5.0
5.0
5.0
5.0
5.0
5.0
5.0
3.0
100
100
100
100
100
100
88
100
100
(Limestone is gray, fresh, hard, horizontally bedded,med grain, mod. close to wide scattered fractures at
weak bedding planes, core loss at 97.3-97.6' &128-128.6' with poss. sand infill, slightly weathered
fractures at 98.89', 99.7', 101.2', 102.2', 102.).
104.7
109.7
114.7
119.7
124.7
129.7
134.7
137.7228.8 137.7
(Bottom of Hole 137.7')
5.0
5.0
5.0
5.0
5.0
5.0
4.4
5.0
3.0
Driller Johnson - HCN
DRILLER'S SUBSURFACE LOG
Immediate Water Depth (12/03/11)
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 HCN 7253
Hole Number 4012
Surface Elevation 366.5'
Total Depth 137.7'
End Date 12/03/2011
Latitude(83) 36.801558
Longitude(83) -87.982633
Start Date 12/03/2011
Location 3147+86.16 22.4' Rt.
Printed: 10/27/14
Page 3 of 3
Drilling Firm: Terracon/ICA/KYTCFor: Division of Structural Design Geotechnical Branch
Project Type: Structure Addendum State Bridge
Project Manager: Darrin Beckett
Project ID: SA-014-2010
Item Number: 01-0180.60
Trigg - US-68
Lake Barkley
1
2
3.0-4.5
16.5-18.0
3-4-5
3-3-6
SPT
SPT
(Brown SILTY GRAVEL, with sand, (FILL), loose).
(CONE PENETRATION TEST - Refer to CPT logC4006 - Test terminated due to rods bending).
(Gray LEAN CLAY, stiff, wet).
348.2
318.2
18.0
48.0
0.7
0.8
Driller Johnson - HCN
DRILLER'S SUBSURFACE LOG
Immediate Water Depth (11/07/11)
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 and sample
Rec(%)
Rec.(ft)
SampleNo.
Run(ft)
Description
Overburden
Rock CoreSDI(JS)
Remarks
Rig_Number HCN 7253
Hole Number C4006
Surface Elevation 366.2'
Total Depth 116.5'
End Date 11/09/2011
Latitude(83) 36.801554
Longitude(83) -87.982606
Start Date 11/07/2011
Location 3147+93.94 21.4' Rt.
Printed: 10/27/14
Page 1 of 3
Drilling Firm: Terracon/ICA/KYTCFor: Division of Structural Design Geotechnical Branch
Project Type: Structure Addendum State Bridge
Project Manager: Darrin Beckett
Project ID: SA-014-2010
Item Number: 01-0180.60
Trigg - US-68
Lake Barkley
3
4
5
6
7
8
9
10
0 / 0
53.0-54.5
58.0-59.5
63.0-64.5
68.0-69.5
73.0-74.5
78.0-79.5
83.0-84.5
94.5-96.0
3.6
7-5-5
29-24-33
49-39-50/0.50'
45-40-32/0.50'
42-18-13
1-1-2
13-42-36
15-16-8
81
SPT
SPT
SPT
SPT
SPT
SPT
SPT
SPT
(Gray LEAN CLAY, stiff, wet).
(Brown poorly graded SAND, with silt and gravel, verydense).
(Brown well-graded GRAVEL, with sand, very dense todense, wet).
(Gray LEAN CLAY, with sand, soft, wet).
(Gray well-graded SAND, with gravel, very dense, wet).
(CHERT FRAGMENTS and gravel with brown silty clay,medium dense, slightly moist).
308.2
298.2
288.2
283.2
271.7
269.7
58.0
68.0
78.0
83.0
94.5
96.5 (Begin Core)
0.7
0.3
1.2
0.8
0.7
1.5
1.0
1.0
2.9
Driller Johnson - HCN
DRILLER'S SUBSURFACE LOG
Immediate Water Depth (11/07/11)
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 and sample
Rec(%)
Rec.(ft)
SampleNo.
Run(ft)
Description
Overburden
Rock CoreSDI(JS)
Remarks
Rig_Number HCN 7253
Hole Number C4006
Surface Elevation 366.2'
Total Depth 116.5'
End Date 11/09/2011
Latitude(83) 36.801554
Longitude(83) -87.982606
Start Date 11/07/2011
Location 3147+93.94 21.4' Rt.
Printed: 10/27/14
Page 2 of 3
Drilling Firm: Terracon/ICA/KYTCFor: Division of Structural Design Geotechnical Branch
Project Type: Structure Addendum State Bridge
Project Manager: Darrin Beckett
Project ID: SA-014-2010
Item Number: 01-0180.60
Trigg - US-68
Lake Barkley
86 /86
78 /78
100 /100
100 /100
5.0
5.0
5.0
1.4
96
98
100
100
Limestone, (gray, light gray and light brown, moderatelyweathered to fresh, moderately hard to hard, horizontalbedding, closely to widely spaced weathered beddingfractures, stylolitic, grades fresh at 100.1, healed vert.
fractures).
100.1
105.1
110.1
115.1
116.5249.7 116.5
(Bottom of Hole 116.5')
Void notedfrom 96.5' to
100.1' @100.14.8
4.9
5.0
1.4
Driller Johnson - HCN
DRILLER'S SUBSURFACE LOG
Immediate Water Depth (11/07/11)
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 and sample
Rec(%)
Rec.(ft)
SampleNo.
Run(ft)
Description
Overburden
Rock CoreSDI(JS)
Remarks
Rig_Number HCN 7253
Hole Number C4006
Surface Elevation 366.2'
Total Depth 116.5'
End Date 11/09/2011
Latitude(83) 36.801554
Longitude(83) -87.982606
Start Date 11/07/2011
Location 3147+93.94 21.4' Rt.
Printed: 10/27/14
Page 3 of 3
Drilling Firm: Terracon/ICA/KYTCFor: Division of Structural Design Geotechnical Branch
Project Type: Structure Addendum State Bridge
Project Manager: Darrin Beckett
Project ID: SA-014-2010
Item Number: 01-0180.60
Trigg - US-68
Lake Barkley
SS-1
SS-2
SS-3
SS-4
ST-1
ST-2
ST-3
ST-4
ST-5
ST-6
4.2-5.7
9.2-10.7
14.2-15.7
19.2-20.7
24.2-26.2
29.2-31.2
34.2-36.2
39.2-41.2
44.2-46.2
49.2-51.2
5-3-3
8-4-9
5-7-5
1-2-3
SPT
SPT
SPT
SPT
ST
ST
ST
ST
ST
ST
Brown and gray, clay with gravel (fill material).
Brown and gray, clay.
Gray, sandy clay.
352.5
324.0
19.2
47.7
0.2
0.5
0.4
1.5
1.0
1.1
1.3
2.0
2.0
2.0
Driller Woodard, Fred - ICA
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 and sample
Rec(%)
Rec.(ft)
SampleNo.
Run(ft)
Description
Overburden
Rock CoreSDI(JS)
Remarks
Rig_Number 365794
Hole Number 4013
Surface Elevation 371.7'
Total Depth 148.6'
End Date 09/08/2011
Latitude(83) 36.801515
Longitude(83) -87.982618
Start Date 09/06/2011
Location 3147+95.00 52.0' Rt.
Printed: 10/27/14
Page 1 of 4
Drilling Firm: Terracon/ICA/KYTCFor: Division of Structural Design Geotechnical Branch
Project Type: Structure Addendum State Bridge
Project Manager: Darrin Beckett
Project ID: SA-014-2010
Item Number: 01-0180.60
Trigg - US-68
Lake Barkley
ST-6
SS-5
SS-6
SS-7
SS-8
SS-9
SS-10
SS-11
SS-12
SS-13
SS-14
49.2-51.2
54.2-55.7
59.2-60.7
64.2-65.7
69.2-70.7
74.2-75.7
79.2-80.7
84.2-85.7
89.2-90.7
94.2-95.7
99.2-100.7
2-1-2
9-12-18
14-5-7
3-5-21
14-15-11
1-1-1
1-1-1
4-5-6
3-5-8
7-5-12
ST
SPT
SPT
SPT
SPT
SPT
SPT
SPT
SPT
SPT
SPT
Gray, sandy clay.
Brown and gray, sand with gravel.
Gray, sandy clay with gravel.
319.0
294.2
52.7
77.5
2.0
0.9
1.1
0.8
0.9
0.7
0.5
0.4
0.9
0.8
0.4
Driller Woodard, Fred - ICA
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 and sample
Rec(%)
Rec.(ft)
SampleNo.
Run(ft)
Description
Overburden
Rock CoreSDI(JS)
Remarks
Rig_Number 365794
Hole Number 4013
Surface Elevation 371.7'
Total Depth 148.6'
End Date 09/08/2011
Latitude(83) 36.801515
Longitude(83) -87.982618
Start Date 09/06/2011
Location 3147+95.00 52.0' Rt.
Printed: 10/27/14
Page 2 of 4
Drilling Firm: Terracon/ICA/KYTCFor: Division of Structural Design Geotechnical Branch
Project Type: Structure Addendum State Bridge
Project Manager: Darrin Beckett
Project ID: SA-014-2010
Item Number: 01-0180.60
Trigg - US-68
Lake Barkley
SS-15
94 /100
72 /86
94 /98
0 / 8
0 / 0
74 /76
96 /100
78 /96
0 / 47
104.2-105.7
1.8
5.0
5.0
5.0
5.0
5.0
5.0
5.0
3.4
4-3-4
94
94
100
16
0
84
100
86
47
SPTGray, sandy clay with gravel.
Limestone.
Void.
Limestone with gravel.
Limestone.
110.2
115.2
120.2
125.2
130.2
135.2
140.2
145.2
148.6
263.3
250.5
240.3
231.5
223.1
108.4
121.2
131.4
140.2
148.6
(Begin Core)
1.5
1.7
4.7
5.0
0.8
0.0
4.2
5.0
4.3
1.6
Driller Woodard, Fred - ICA
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 and sample
Rec(%)
Rec.(ft)
SampleNo.
Run(ft)
Description
Overburden
Rock CoreSDI(JS)
Remarks
Rig_Number 365794
Hole Number 4013
Surface Elevation 371.7'
Total Depth 148.6'
End Date 09/08/2011
Latitude(83) 36.801515
Longitude(83) -87.982618
Start Date 09/06/2011
Location 3147+95.00 52.0' Rt.
Printed: 10/27/14
Page 3 of 4
Drilling Firm: Terracon/ICA/KYTCFor: Division of Structural Design Geotechnical Branch
Project Type: Structure Addendum State Bridge
Project Manager: Darrin Beckett
Project ID: SA-014-2010
Item Number: 01-0180.60
Trigg - US-68
Lake Barkley
(Bottom of Hole 148.6')
Driller Woodard, Fred - ICA
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 and sample
Rec(%)
Rec.(ft)
SampleNo.
Run(ft)
Description
Overburden
Rock CoreSDI(JS)
Remarks
Rig_Number 365794
Hole Number 4013
Surface Elevation 371.7'
Total Depth 148.6'
End Date 09/08/2011
Latitude(83) 36.801515
Longitude(83) -87.982618
Start Date 09/06/2011
Location 3147+95.00 52.0' Rt.
Printed: 10/27/14
Page 4 of 4
Drilling Firm: Terracon/ICA/KYTCFor: Division of Structural Design Geotechnical Branch
Project Type: Structure Addendum State Bridge
Project Manager: Darrin Beckett
Project ID: SA-014-2010
Item Number: 01-0180.60
Trigg - US-68
Lake Barkley
1 46.3-47.8 1-3-3 SPT
(assumed CLAY- from C4007 CPT log).
(CONE PENETRATION TEST).
(Gray poorly graded SAND, loose, wet).
(CONE PENETRATION TEST).
345.4
305.9
300.1
1.8
41.3
47.11.5
Driller Mathis - HCN
DRILLER'S SUBSURFACE LOG
Immediate Water Depth -12.7 (06/30/11)
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 sample
Rec(%)
Rec.(ft)
SampleNo.
Run(ft)
Description
Overburden
Rock CoreSDI(JS)
Remarks
Rig_Number HCN 7253
Hole Number C4007
Surface Elevation 347.2'
Total Depth 66.6'
End Date 07/02/2011
Latitude(83) 36.801505
Longitude(83) -87.982143
Start Date 06/30/2011
Location 3149+28.52 2.7' Lt.
Printed: 10/27/14
Page 1 of 2
Drilling Firm: Terracon/ICA/KYTCFor: Division of Structural Design Geotechnical Branch
Project Type: Structure Addendum State Bridge
Project Manager: Darrin Beckett
Project ID: SA-014-2010
Item Number: 01-0180.60
Trigg - US-68
Lake Barkley
2
3
4
53.1-54.6
58.1-59.6
65.1-66.6
13-10-25
5-4-5
4-4-5
SPT
SPT
SPT
(CONE PENETRATION TEST).
(Brown poorly graded SAND, with gravel, dense, wet).
(Gray SANDY SILT, loose).
(CONE PENETRATION TEST).
(Gray SILTY SAND, loose, wet).
294.9
292.6
286.8
281.4280.6
52.3
54.6
60.4
65.866.6
(Bottom of Hole 66.6') (No Refusal)
Deck Elevation = 367.78 ft.Deck to Water = 7.9 ft.
Deck to Mudline = 20.6 ft.
0.9
1.5
1.5
Driller Mathis - HCN
DRILLER'S SUBSURFACE LOG
Immediate Water Depth -12.7 (06/30/11)
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 sample
Rec(%)
Rec.(ft)
SampleNo.
Run(ft)
Description
Overburden
Rock CoreSDI(JS)
Remarks
Rig_Number HCN 7253
Hole Number C4007
Surface Elevation 347.2'
Total Depth 66.6'
End Date 07/02/2011
Latitude(83) 36.801505
Longitude(83) -87.982143
Start Date 06/30/2011
Location 3149+28.52 2.7' Lt.
Printed: 10/27/14
Page 2 of 2
Drilling Firm: Terracon/ICA/KYTCFor: Division of Structural Design Geotechnical Branch
Project Type: Structure Addendum State Bridge
Project Manager: Darrin Beckett
Project ID: SA-014-2010
Item Number: 01-0180.60
Trigg - US-68
Lake Barkley
1 44.9-46.4 6-4-16 SPT
(CONE PENETRATION TEST).
(Brown poorly graded SAND with gravel, mediumdense, wet).
298.1
288.1
39.8
49.9
0.9
Driller Johnson - HCN
DRILLER'S SUBSURFACE LOG
Immediate Water Depth -22.3 (12/02/00)
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 sample
Rec(%)
Rec.(ft)
SampleNo.
Run(ft)
Description
Overburden
Rock CoreSDI(JS)
Remarks
Rig_Number HCN 7253
Hole Number C4008
Surface Elevation 338.0'
Total Depth 70.9'
End Date 07/03/2011
Latitude(83) 36.801645
Longitude(83) -87.981603
Start Date 07/02/2011
Location 3150+63.73 99.2' Lt.
Printed: 10/27/14
Page 1 of 2
Drilling Firm: Terracon/ICA/KYTCFor: Division of Structural Design Geotechnical Branch
Project Type: Structure Addendum State Bridge
Project Manager: Darrin Beckett
Project ID: SA-014-2010
Item Number: 01-0180.60
Trigg - US-68
Lake Barkley
2
3
4
5
49.9-51.4
54.9-56.4
64.4-65.9
69.4-69.5
23-13-17
0-0-0
8-13-15
50/0.10'
SPT
SPT
SPT
SPT
(Gray poorly graded GRAVEL with sand, dense, wet).
(Gray SILTY CLAY, with sand, very soft).
(CONE PENETRATION TEST).
(Brown well-graded SAND with gravel and rockfragments, medium dense, wet).
(NO RECOVERY due to pipe jumping up and downduring drilling.).
283.1
281.1
278.5
268.6
267.1
54.9
56.9
59.5
69.4
70.9
(Bottom of Hole 70.9') (No Refusal)
Deck Elevation = 367.95 ft.Deck to Water = 7.7 ft.
Deck to Mudline = 30.0 ft.
0.8
1.5
1.4
0.0
Driller Johnson - HCN
DRILLER'S SUBSURFACE LOG
Immediate Water Depth -22.3 (12/02/00)
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 sample
Rec(%)
Rec.(ft)
SampleNo.
Run(ft)
Description
Overburden
Rock CoreSDI(JS)
Remarks
Rig_Number HCN 7253
Hole Number C4008
Surface Elevation 338.0'
Total Depth 70.9'
End Date 07/03/2011
Latitude(83) 36.801645
Longitude(83) -87.981603
Start Date 07/02/2011
Location 3150+63.73 99.2' Lt.
Printed: 10/27/14
Page 2 of 2
Drilling Firm: Terracon/ICA/KYTCFor: Division of Structural Design Geotechnical Branch
Project Type: Structure Addendum State Bridge
Project Manager: Darrin Beckett
Project ID: SA-014-2010
Item Number: 01-0180.60
Trigg - US-68
Lake Barkley
1
2
3
4
24.5-26.0
29.5-31.0
41.0-42.5
46.0-47.5
5-6-11
9-3-5
12-9-11
24-11-17
SPT
SPT
SPT
SPT
(CONE PENETRATION TEST).
(Grayish-orange medium to SILTY SAND, with graveland rock fragments, medium dense, wet).
(Gray SILTY SAND, loose, wet).
(CONE PENETRATION TEST).
(Gray poorly graded SAND, with silt and gravel,medium dense, wet).
(Brown poorly graded SAND, with gravel and rockfragments, medium dense, wet).
315.0314.1
308.7
299.2
297.6
25.126.0
31.4
40.9
42.5
1.0
0.6
0.9
1.0
Driller Johnson - HCN
DRILLER'S SUBSURFACE LOG
Immediate Water Depth -19.6 (07/03/11)
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 sample
Rec(%)
Rec.(ft)
SampleNo.
Run(ft)
Description
Overburden
Rock CoreSDI(JS)
Remarks
Rig_Number HCN 7253
Hole Number C4009
Surface Elevation 340.1'
Total Depth 66.2'
End Date 07/06/2011
Latitude(83) 36.801283
Longitude(83) -87.981255
Start Date 07/03/2011
Location 3152+00.90 4.3' Lt.
Printed: 10/27/14
Page 1 of 2
Drilling Firm: Terracon/ICA/KYTCFor: Division of Structural Design Geotechnical Branch
Project Type: Structure Addendum State Bridge
Project Manager: Darrin Beckett
Project ID: SA-014-2010
Item Number: 01-0180.60
Trigg - US-68
Lake Barkley
5
6
7
51.0-52.5
56.0-57.5
64.7-66.2
4-5-10
3-3-6
37-37-12
SPT
SPT
SPT
(Gray poorly graded SAND, with gravel and rockfragments, medium dense, wet).
(Gray SILTY SAND, loose).
(CONE PENETRATION TEST).
(Gray SILTY SAND, very dense).
289.1
284.1
282.2
275.4
273.9
51.0
56.0
57.9
64.7
66.2
(Bottom of Hole 66.2') (No Refusal)
Deck Elevation = 367.40 ft.Deck to Water = 7.7 ft.
Deck to Mudline = 27.3 ft.
1.0
1.5
1.5
Driller Johnson - HCN
DRILLER'S SUBSURFACE LOG
Immediate Water Depth -19.6 (07/03/11)
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 sample
Rec(%)
Rec.(ft)
SampleNo.
Run(ft)
Description
Overburden
Rock CoreSDI(JS)
Remarks
Rig_Number HCN 7253
Hole Number C4009
Surface Elevation 340.1'
Total Depth 66.2'
End Date 07/06/2011
Latitude(83) 36.801283
Longitude(83) -87.981255
Start Date 07/03/2011
Location 3152+00.90 4.3' Lt.
Printed: 10/27/14
Page 2 of 2
Drilling Firm: Terracon/ICA/KYTCFor: Division of Structural Design Geotechnical Branch
Project Type: Structure Addendum State Bridge
Project Manager: Darrin Beckett
Project ID: SA-014-2010
Item Number: 01-0180.60
Trigg - US-68
Lake Barkley
1
2
3
32.4-33.9
37.4-38.9
46.8-48.3
3-3-10
4-6-6
7-20-40
SPT
SPT
SPT
(CONE PENETRATION TEST - Refer to CPT log 4010- Test terminated due to bad inclination).
(Grayish brown SILTY SAND, medium dense, wet).
(Gray SILTY SAND, medium dense, wet).
(CONE PENETRATION TEST - Refer to CPT log 4010- Test terminated due to rods bending).
(Gray poorly graded SAND, with gravel, very dense,wet).
312.2
307.2
305.2
297.7
32.4
37.4
39.4
46.9
1.5
1.4
1.2
Driller Mathis - HCN
DRILLER'S SUBSURFACE LOG
Immediate Water Depth -14.1 (07/06/11)
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 sample
Rec(%)
Rec.(ft)
SampleNo.
Run(ft)
Description
Overburden
Rock CoreSDI(JS)
Remarks
Rig_Number HCN 7253
Hole Number C4010
Surface Elevation 344.6'
Total Depth 77.6'
End Date 07/09/2011
Latitude(83) 36.801174
Longitude(83) -87.980773
Start Date 07/06/2011
Location 3153+47.51 9.6' Lt.
Printed: 10/27/14
Page 1 of 2
Drilling Firm: Terracon/ICA/KYTCFor: Division of Structural Design Geotechnical Branch
Project Type: Structure Addendum State Bridge
Project Manager: Darrin Beckett
Project ID: SA-014-2010
Item Number: 01-0180.60
Trigg - US-68
Lake Barkley
4
5
6
7
8
9
51.8-53.3
56.8-58.3
61.8-63.3
66.1-67.1
71.1-72.6
76.1-77.6
8-7-5
7-5-5
0-0-0
29-50/0.50'
6-7-10
14-17-18
SPT
SPT
SPT
SPT
SPT
SPT
(Gray poorly graded SAND, with gravel, very dense,wet).
(Brown well-graded GRAVEL, with sand, mediumdense to loose, wet, grades gray at 56.8').
(CONE PENETRATION TEST Refer to CPT log 4010 -Test terminated due to unacceptable tilt).
(Gray poorly graded SAND, with gravel, very dense tomedium dense, wet).
(Brown well-graded SAND, with gravel, dense, wet).
292.8
280.8
278.4
268.5
267.0
51.8
63.8
66.2
76.1
77.6
(Bottom of Hole 77.6') (No Refusal)
Deck Elevation = 366.38 ft.Deck to Water = 7.7 ft.
Deck to Mudline = 21.8 ft.
0.8
0.9
0.0
0.8
0.9
1.1
Driller Mathis - HCN
DRILLER'S SUBSURFACE LOG
Immediate Water Depth -14.1 (07/06/11)
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 sample
Rec(%)
Rec.(ft)
SampleNo.
Run(ft)
Description
Overburden
Rock CoreSDI(JS)
Remarks
Rig_Number HCN 7253
Hole Number C4010
Surface Elevation 344.6'
Total Depth 77.6'
End Date 07/09/2011
Latitude(83) 36.801174
Longitude(83) -87.980773
Start Date 07/06/2011
Location 3153+47.51 9.6' Lt.
Printed: 10/27/14
Page 2 of 2
Drilling Firm: Terracon/ICA/KYTCFor: Division of Structural Design Geotechnical Branch
Project Type: Structure Addendum State Bridge
Project Manager: Darrin Beckett
Project ID: SA-014-2010
Item Number: 01-0180.60
Trigg - US-68
Lake Barkley
1
2
37.1-38.6
42.1-43.6
3-5-3
11-15-14
SPT
SPT
(CONE PENETRATION TEST - Refer to CPT logC4011 - Test terminated due to unacceptable tilt).
(Grayish-brown poorly graded SAND, with gravel,loose, wet).
(Gray poorly graded SAND, with silt, medium dense).
(CONE PENETRATION TEST - Refer to CPT logC4011 - Test terminated due to unacceptable tilt).
(Gray poorly graded SAND, with gravel, dense, wet).
314.8
304.7
302.8
299.8
32.1
42.1
44.1
47.0
0.7
1.4
Driller Mathis - HCN
DRILLER'S SUBSURFACE LOG
Immediate Water Depth -11.8 (07/09/11)
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 sample
Rec(%)
Rec.(ft)
SampleNo.
Run(ft)
Description
Overburden
Rock CoreSDI(JS)
Remarks
Rig_Number HCN 7253
Hole Number C4011
Surface Elevation 346.8'
Total Depth 78.5'
End Date 07/11/2011
Latitude(83) 36.801042
Longitude(83) -87.980353
Start Date 07/09/2011
Location 3154+79.31 1.0' Lt.
Printed: 10/27/14
Page 1 of 2
Drilling Firm: Terracon/ICA/KYTCFor: Division of Structural Design Geotechnical Branch
Project Type: Structure Addendum State Bridge
Project Manager: Darrin Beckett
Project ID: SA-014-2010
Item Number: 01-0180.60
Trigg - US-68
Lake Barkley
3
4
5
6
7
8
52.0-53.5
57.0-58.5
62.0-63.5
67.0-68.5
72.0-73.5
77.0-78.5
11-19-28
5-4-4
9-4-7
20-15-17
14-15-14
6-6-5
SPT
SPT
SPT
SPT
SPT
SPT
(Gray poorly graded SAND, with gravel, dense, wet).
(Gray well-graded SAND, with gravel, loose, wet).
(Gray poorly graded GRAVEL, with sand, mediumdense to dense, wet).
(Brownish-gray poorly graded SAND, with gravel,medium dense, wet).
(Gray well-graded GRAVEL, with sand, medium dense,wet).
289.8
284.8
274.8
269.8
268.3
57.0
62.0
72.0
77.0
78.5
(Bottom of Hole 78.5') (No Refusal)
Deck Elevation = 366.14 ft.Deck to Water = 7.5 ft.
Deck to Mudline = 19.3 ft.
1.3
0.8
0.8
0.9
1.0
0.9
Driller Mathis - HCN
DRILLER'S SUBSURFACE LOG
Immediate Water Depth -11.8 (07/09/11)
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 sample
Rec(%)
Rec.(ft)
SampleNo.
Run(ft)
Description
Overburden
Rock CoreSDI(JS)
Remarks
Rig_Number HCN 7253
Hole Number C4011
Surface Elevation 346.8'
Total Depth 78.5'
End Date 07/11/2011
Latitude(83) 36.801042
Longitude(83) -87.980353
Start Date 07/09/2011
Location 3154+79.31 1.0' Lt.
Printed: 10/27/14
Page 2 of 2
Drilling Firm: Terracon/ICA/KYTCFor: Division of Structural Design Geotechnical Branch
Project Type: Structure Addendum State Bridge
Project Manager: Darrin Beckett
Project ID: SA-014-2010
Item Number: 01-0180.60
Trigg - US-68
Lake Barkley
1
2
41.9-43.4
46.9-48.4
12-10-11
6-10-12
SPT
SPT
(CONE PENETRATION TEST - Refer to CPT logC4012 - Test terminated due to unacceptable tilt).
(Brown poorly graded SAND, with silt and gravel,medium dense, wet).
(Brown poorly graded SAND, with gravel, mediumdense, wet).
313.0
303.0
36.9
46.9
1.3
1.1
Driller Mathis - HCN
DRILLER'S SUBSURFACE LOG
Immediate Water Depth -8.5 (07/11/11)
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 sample
Rec(%)
Rec.(ft)
SampleNo.
Run(ft)
Description
Overburden
Rock CoreSDI(JS)
Remarks
Rig_Number HCN 7253
Hole Number C4012
Surface Elevation 349.9'
Total Depth 83.4'
End Date 07/12/2011
Latitude(83) 36.800995
Longitude(83) -87.979849
Start Date 07/11/2011
Location 3156+24.96 29.4' Lt.
Printed: 10/27/14
Page 1 of 2
Drilling Firm: Terracon/ICA/KYTCFor: Division of Structural Design Geotechnical Branch
Project Type: Structure Addendum State Bridge
Project Manager: Darrin Beckett
Project ID: SA-014-2010
Item Number: 01-0180.60
Trigg - US-68
Lake Barkley
3
4
5
6
7
8
9
51.9-53.4
56.9-58.4
61.9-63.4
66.9-68.4
71.9-73.4
76.9-78.4
81.9-83.4
8-12-13
5-11-11
8-12-15
12-26-25
17-15-13
6-5-10
11-8-7
SPT
SPT
SPT
SPT
SPT
SPT
SPT
(Brown poorly graded SAND, with gravel, mediumdense, wet).
(Brownish-gray well-graded GRAVEL, with sand,medium dense).
(Brownish-gray poorly graded SAND, with gravel,medium dense).
(Brown poorly graded SAND, with silt, very dense, wet).
(Brown well-graded SAND, with gravel, medium dense,wet).
(Gray SILTY SAND, medium dense, moist).
(Brown well-graded GRAVEL, with sand, mediumdense, wet).
293.0
288.0
283.0
278.0
273.0
268.0
266.5
56.9
61.9
66.9
71.9
76.9
81.9
83.4
(Bottom of Hole 83.4') (No Refusal)
Deck Elevation = 366.11 ft.Deck to Water = 7.7 ft.
Deck to Mudline = 16.2 ft.
1.0
0.7
0.6
1.0
0.9
1.4
0.9
Driller Mathis - HCN
DRILLER'S SUBSURFACE LOG
Immediate Water Depth -8.5 (07/11/11)
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 sample
Rec(%)
Rec.(ft)
SampleNo.
Run(ft)
Description
Overburden
Rock CoreSDI(JS)
Remarks
Rig_Number HCN 7253
Hole Number C4012
Surface Elevation 349.9'
Total Depth 83.4'
End Date 07/12/2011
Latitude(83) 36.800995
Longitude(83) -87.979849
Start Date 07/11/2011
Location 3156+24.96 29.4' Lt.
Printed: 10/27/14
Page 2 of 2
Drilling Firm: Terracon/ICA/KYTCFor: Division of Structural Design Geotechnical Branch
Project Type: Structure Addendum State Bridge
Project Manager: Darrin Beckett
Project ID: SA-014-2010
Item Number: 01-0180.60
Trigg - US-68
Lake Barkley
1
2
39.5-41.0
46.5-48.0
17-13-12
1-6-24
SPT
SPT
(CONE PENETRATION TEST - Refer to CPT logC4013 - Test terminated due to bad inclination).
(Brown poorly graded SAND, with silt, medium dense,wet).
(CONE PENETRATION TEST - Refer to CPT logC4013 - Test terminated due to bad inclination).
(Gray SILTY SAND, with gravel, dense, wet).
314.0
307.0
304.4
34.5
41.5
44.1
1.2
1.0
Driller Mathis - HCN
DRILLER'S SUBSURFACE LOG
Immediate Water Depth -9.8 (07/12/11)
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 sample
Rec(%)
Rec.(ft)
SampleNo.
Run(ft)
Description
Overburden
Rock CoreSDI(JS)
Remarks
Rig_Number HCN 7253
Hole Number C4013
Surface Elevation 348.6'
Total Depth 80.9'
End Date 07/14/2011
Latitude(83) 36.800824
Longitude(83) -87.979471
Start Date 07/12/2011
Location 3157+49.32 3.8' Lt.
Printed: 10/27/14
Page 1 of 2
Drilling Firm: Terracon/ICA/KYTCFor: Division of Structural Design Geotechnical Branch
Project Type: Structure Addendum State Bridge
Project Manager: Darrin Beckett
Project ID: SA-014-2010
Item Number: 01-0180.60
Trigg - US-68
Lake Barkley
3
4
5
6
7
8
51.5-53.0
56.5-58.0
61.5-63.0
69.4-70.9
74.4-75.9
79.4-80.9
22-13-8
20-34-29
12-13-20
37-27-20
30-23-19
3-2-4
SPT
SPT
SPT
SPT
SPT
SPT
(Gray SILTY SAND, with gravel, dense, wet).
(Gray poorly graded SAND, with gravel, medium dense,wet).
(Gray poorly graded SAND, very dense to mediumdense, wet).
(CONE PENETRATION TEST - Refer to CPT logC4013 - Test terminated due to bad inclination).
(Brown poorly graded SAND, with gravel and chertfragments, dense, wet).
(Brownish-gray poorly graded SAND, loose, wet).
297.0
292.0
285.0284.1
269.2
267.7
51.5
56.5
63.564.4
79.4
80.9
(Bottom of Hole 80.9') (No Refusal)
Deck Elevation = 365.95 ft.Deck to Water = 7.6 ft.
Deck to Mudline = 17.4 ft.
0.9
0.9
1.5
0.9
1.3
1.3
Driller Mathis - HCN
DRILLER'S SUBSURFACE LOG
Immediate Water Depth -9.8 (07/12/11)
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 sample
Rec(%)
Rec.(ft)
SampleNo.
Run(ft)
Description
Overburden
Rock CoreSDI(JS)
Remarks
Rig_Number HCN 7253
Hole Number C4013
Surface Elevation 348.6'
Total Depth 80.9'
End Date 07/14/2011
Latitude(83) 36.800824
Longitude(83) -87.979471
Start Date 07/12/2011
Location 3157+49.32 3.8' Lt.
Printed: 10/27/14
Page 2 of 2
Drilling Firm: Terracon/ICA/KYTCFor: Division of Structural Design Geotechnical Branch
Project Type: Structure Addendum State Bridge
Project Manager: Darrin Beckett
Project ID: SA-014-2010
Item Number: 01-0180.60
Trigg - US-68
Lake Barkley
1
2
3
36.6-38.1
41.6-43.1
43.8-45.3
7-15-19
13-4-4
17-12-9
SPT
SPT
SPT
(CONE PENETRATION TEST - Refer to CPT logC4014 - Test terminated due to unacceptable tilt).
(Brown poorly graded SAND, with gravel, dense, wet).
(Gray LEAN CLAY, medium stiff, moist).
(CONE PENETRATION TEST - Refer to CPT logC4014 - Test terminated due to rods bending).
(Brownish-gray poorly graded SAND, with gravel,medium dense to dense, wet).
315.8
305.8
303.8303.6
31.6
41.6
43.643.8
1.1
1.0
0.7
Driller Mathis - HCN
DRILLER'S SUBSURFACE LOG
Immediate Water Depth -10.6 (07/14/11)
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 sample
Rec(%)
Rec.(ft)
SampleNo.
Run(ft)
Description
Overburden
Rock CoreSDI(JS)
Remarks
Rig_Number HCN 7253
Hole Number C4014
Surface Elevation 347.4'
Total Depth 85.0'
End Date 07/16/2011
Latitude(83) 36.800691
Longitude(83) -87.979026
Start Date 07/14/2011
Location 3158+88.28 3.0' Rt.
Printed: 10/27/14
Page 1 of 2
Drilling Firm: Terracon/ICA/KYTCFor: Division of Structural Design Geotechnical Branch
Project Type: Structure Addendum State Bridge
Project Manager: Darrin Beckett
Project ID: SA-014-2010
Item Number: 01-0180.60
Trigg - US-68
Lake Barkley
4
5
6
7
8
9
10
53.5-55.0
58.5-60.0
63.5-65.0
68.5-70.0
73.5-75.0
78.5-80.0
83.5-85.0
10-10-9
13-19-17
15-12-12
6-5-5
12-13-7
3-3-4
8-9-10
SPT
SPT
SPT
SPT
SPT
SPT
SPT
(Brownish-gray poorly graded SAND, with gravel,medium dense to dense, wet).
(Brown well-graded SAND, with gravel, loose, wet).
(Brown well-graded GRAVEL, with sand, mediumdense, wet).
(Brown well-graded SAND, with gravel, loose, wet).
(Grayish-brown SILTY SAND, with gravel, traceorganic, medium dense).
278.9
273.9
268.9
263.9
262.4
68.5
73.5
78.5
83.5
85.0
(Bottom of Hole 85.0') (No Refusal)
Deck Elevation = 365.99 ft.Deck to Water = 8.0 ft.
Deck to Mudline = 18.6 ft.
1.0
1.1
0.8
0.5
0.5
0.8
0.7
Driller Mathis - HCN
DRILLER'S SUBSURFACE LOG
Immediate Water Depth -10.6 (07/14/11)
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 sample
Rec(%)
Rec.(ft)
SampleNo.
Run(ft)
Description
Overburden
Rock CoreSDI(JS)
Remarks
Rig_Number HCN 7253
Hole Number C4014
Surface Elevation 347.4'
Total Depth 85.0'
End Date 07/16/2011
Latitude(83) 36.800691
Longitude(83) -87.979026
Start Date 07/14/2011
Location 3158+88.28 3.0' Rt.
Printed: 10/27/14
Page 2 of 2
Drilling Firm: Terracon/ICA/KYTCFor: Division of Structural Design Geotechnical Branch
Project Type: Structure Addendum State Bridge
Project Manager: Darrin Beckett
Project ID: SA-014-2010
Item Number: 01-0180.60
Trigg - US-68
Lake Barkley
1
2
41.6-43.1
46.6-48.1
11-16-19
8-9-12
SPT
SPT
(CONE PENETRATION TEST - Refer to CPT logC4015 - Test terminated due to unacceptable tilt).
(Brown poorly graded SAND, dense, wet).
(Brown SILTY SAND, with trace gravel, medium dense,wet).
314.1
304.2
36.7
46.6
1.0
1.0
Driller Mathis - HCN
DRILLER'S SUBSURFACE LOG
Immediate Water Depth -7.6 (07/16/11)
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 sample
Rec(%)
Rec.(ft)
SampleNo.
Run(ft)
Description
Overburden
Rock CoreSDI(JS)
Remarks
Rig_Number HCN 7253
Hole Number C4015
Surface Elevation 350.8'
Total Depth 85.3'
End Date 07/18/2011
Latitude(83) 36.800539
Longitude(83) -87.978595
Start Date 07/16/2011
Location 3160+25.25 17.5' Rt.
Printed: 10/27/14
Page 1 of 2
Drilling Firm: Terracon/ICA/KYTCFor: Division of Structural Design Geotechnical Branch
Project Type: Structure Addendum State Bridge
Project Manager: Darrin Beckett
Project ID: SA-014-2010
Item Number: 01-0180.60
Trigg - US-68
Lake Barkley
3
4
5
6
7
8
9
51.6-53.1
56.6-58.1
63.8-65.3
68.8-70.3
73.8-75.3
78.8-80.3
83.8-85.3
37-25-21
20-37-38
17-14-15
11-12-10
25-28-24
18-17-18
9-9-11
SPT
SPT
SPT
SPT
SPT
SPT
SPT
(Brown poorly graded SAND, with gravel, dense, wet).
(Brown poorly graded SAND, very dense).
(CONE PENETRATION TEST - Refer to CPT logC4015 - Test terminated due to unacceptable tilt).
(Grayish-brown poorly graded SAND, with gravel,medium dense to very dense, wet).
(Gray poorly graded GRAVEL, with clay and sand,dense, wet).
299.2
294.2
292.2291.9
267.0
265.5
51.6
56.6
58.658.9
83.8
85.3
(Bottom of Hole 85.3') (No Refusal)
Deck Elevation = 366.00 ft.Deck to Water = 7.6 ft.
Deck to Mudline = 15.2 ft.
1.2
1.2
1.0
0.9
1.1
1.0
1.2
Driller Mathis - HCN
DRILLER'S SUBSURFACE LOG
Immediate Water Depth -7.6 (07/16/11)
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 sample
Rec(%)
Rec.(ft)
SampleNo.
Run(ft)
Description
Overburden
Rock CoreSDI(JS)
Remarks
Rig_Number HCN 7253
Hole Number C4015
Surface Elevation 350.8'
Total Depth 85.3'
End Date 07/18/2011
Latitude(83) 36.800539
Longitude(83) -87.978595
Start Date 07/16/2011
Location 3160+25.25 17.5' Rt.
Printed: 10/27/14
Page 2 of 2
Drilling Firm: Terracon/ICA/KYTCFor: Division of Structural Design Geotechnical Branch
Project Type: Structure Addendum State Bridge
Project Manager: Darrin Beckett
Project ID: SA-014-2010
Item Number: 01-0180.60
Trigg - US-68
Lake Barkley
1
2
42.9-44.4
47.9-49.4
10-22-10
30-12-8
SPT
SPT
(CONE PENETRATION TEST - Refer to CPT logC4016 - Test terminated due to bad inclination).
(Gray poorly graded SAND, with silt and gravel, denseto medium dense).
308.9 37.9
1.1
0.9
Driller Mathis - HCN
DRILLER'S SUBSURFACE LOG
Immediate Water Depth -11.4 (07/18/11)
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 sample
Rec(%)
Rec.(ft)
SampleNo.
Run(ft)
Description
Overburden
Rock CoreSDI(JS)
Remarks
Rig_Number HCN 7253
Hole Number C4016
Surface Elevation 346.8'
Total Depth 84.4'
End Date 07/19/2011
Latitude(83) 36.800463
Longitude(83) -87.978134
Start Date 07/18/2011
Location 3161+62.41 2.6' Rt.
Printed: 10/27/14
Page 1 of 2
Drilling Firm: Terracon/ICA/KYTCFor: Division of Structural Design Geotechnical Branch
Project Type: Structure Addendum State Bridge
Project Manager: Darrin Beckett
Project ID: SA-014-2010
Item Number: 01-0180.60
Trigg - US-68
Lake Barkley
3
4
5
6
7
8
9
52.9-54.4
57.9-59.4
62.9-64.4
67.9-69.4
72.9-74.4
77.9-79.4
82.9-84.4
14-10-11
15-19-14
25-26-26
12-9-9
10-10-9
7-12-14
14-13-12
SPT
SPT
SPT
SPT
SPT
SPT
SPT
(Gray poorly graded SAND, with silt and gravel, denseto medium dense).
(Brownish-gray well-graded SAND, with gravel, mediumdense to dense, wet).
(Brown poorly graded SAND, with gravel, very dense,wet).
(Gray poorly graded GRAVEL, with clay and sand,medium dense, wet).
(Brown well-graded SAND, with gravel, medium dense,wet).
(Brown well-graded SAND, with clay and gravel,medium dense, wet).
(Brown poorly graded SAND, with gravel, mediumdense, wet).
293.9
283.9
278.9
273.9
268.9
263.9
262.4
52.9
62.9
67.9
72.9
77.9
82.9
84.4
(Bottom of Hole 84.4') (No Refusal)
Deck Elevation = 365.83 ft.Deck to Water = 7.6 ft.
Deck to Mudline = 19.0 ft.
0.9
1.1
1.2
1.0
0.9
1.2
0.8
Driller Mathis - HCN
DRILLER'S SUBSURFACE LOG
Immediate Water Depth -11.4 (07/18/11)
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 sample
Rec(%)
Rec.(ft)
SampleNo.
Run(ft)
Description
Overburden
Rock CoreSDI(JS)
Remarks
Rig_Number HCN 7253
Hole Number C4016
Surface Elevation 346.8'
Total Depth 84.4'
End Date 07/19/2011
Latitude(83) 36.800463
Longitude(83) -87.978134
Start Date 07/18/2011
Location 3161+62.41 2.6' Rt.
Printed: 10/27/14
Page 2 of 2
Drilling Firm: Terracon/ICA/KYTCFor: Division of Structural Design Geotechnical Branch
Project Type: Structure Addendum State Bridge
Project Manager: Darrin Beckett
Project ID: SA-014-2010
Item Number: 01-0180.60
Trigg - US-68
Lake Barkley
1
2
3
37.2-38.7
42.2-43.7
47.2-48.7
8-12-6
6-9-9
19-26-50/0.50'
SPT
SPT
SPT
(CONE PENETRATION TEST).
(Brown to brownish-gray SAND, with gravel, mediumdense, wet).
(Brownish-gray poorly graded SAND, with silt andgravel, very dense, wet).
316.1
301.1
32.2
47.2
0.7
0.8
1.1
Driller Mathis - HCN
DRILLER'S SUBSURFACE LOG
Immediate Water Depth -9.3 (07/19/11)
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 sample
Rec(%)
Rec.(ft)
SampleNo.
Run(ft)
Description
Overburden
Rock CoreSDI(JS)
Remarks
Rig_Number HCN 7253
Hole Number C4017
Surface Elevation 348.3'
Total Depth 87.3'
End Date 07/21/2011
Latitude(83) 36.800356
Longitude(83) -87.977663
Start Date 07/19/2011
Location 3163+05.55 2.1' Lt.
Printed: 10/27/14
Page 1 of 2
Drilling Firm: Terracon/ICA/KYTCFor: Division of Structural Design Geotechnical Branch
Project Type: Structure Addendum State Bridge
Project Manager: Darrin Beckett
Project ID: SA-014-2010
Item Number: 01-0180.60
Trigg - US-68
Lake Barkley
4
6
7
8
9
10
11
52.2-53.7
60.8-62.3
65.8-67.3
70.8-72.3
75.8-77.3
80.8-82.3
85.8-87.3
7-6-8
5-4-4
22-50-33/0.50'
30-13-11
14-13-13
16-13-13
5-6-6
SPT
SPT
SPT
SPT
SPT
SPT
SPT
(Brownish-gray poorly graded SAND, with silt andgravel, very dense, wet).
(Gray poorly graded SAND, medium dense, wet).
(CONE PENETRATION TEST).
(Gray poorly graded SAND, with silt, loose, wet).
(Grayish-brown to brown poorly graded SAND, withgravel, very dense to medium dense, wet).
(Brown well-graded GRAVEL, with sand, mediumdense, wet).
(Brown poorly graded SAND, with gravel, mediumdense, wet).
(Gray CLAYEY SILT, with trace sand and silt layers,medium dense, wet).
296.1
294.1
292.5
282.5
272.5
267.5
262.5
261.0
52.2
54.2
55.8
65.8
75.8
80.8
85.8
87.3
(Bottom of Hole 87.3') (No Refusal)
Deck Elevation = 365.90 ft.Deck to Water = 8.3 ft.
Deck to Mudline = 17.6 ft.
1.0
0.9
1.2
0.5
0.8
0.7
0.7
Driller Mathis - HCN
DRILLER'S SUBSURFACE LOG
Immediate Water Depth -9.3 (07/19/11)
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 sample
Rec(%)
Rec.(ft)
SampleNo.
Run(ft)
Description
Overburden
Rock CoreSDI(JS)
Remarks
Rig_Number HCN 7253
Hole Number C4017
Surface Elevation 348.3'
Total Depth 87.3'
End Date 07/21/2011
Latitude(83) 36.800356
Longitude(83) -87.977663
Start Date 07/19/2011
Location 3163+05.55 2.1' Lt.
Printed: 10/27/14
Page 2 of 2
Drilling Firm: Terracon/ICA/KYTCFor: Division of Structural Design Geotechnical Branch
Project Type: Structure Addendum State Bridge
Project Manager: Darrin Beckett
Project ID: SA-014-2010
Item Number: 01-0180.60
Trigg - US-68
Lake Barkley
1
2
3
38.5-40.0
43.5-45.0
48.5-50.0
15-17-16
21-19-12
12-11-11
SPT
SPT
SPT
(CONE PENETRATION TEST).
(Grayish-brown poorly graded SAND, dense, wet).
(Brownish-gray poorly graded SAND, with gravel,dense, wet).
(Gray poorly graded SAND, medium dense, wet).
314.2
304.2
299.2
33.5
43.5
48.5
1.1
0.9
1.0
Driller Mathis - HCN
DRILLER'S SUBSURFACE LOG
Immediate Water Depth -10.3 (07/21/11)
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 sample
Rec(%)
Rec.(ft)
SampleNo.
Run(ft)
Description
Overburden
Rock CoreSDI(JS)
Remarks
Rig_Number HCN 7253
Hole Number C4018
Surface Elevation 347.7'
Total Depth 85.0'
End Date 07/22/2011
Latitude(83) 36.800311
Longitude(83) -87.977185
Start Date 07/21/2011
Location 3164+44.00 28.7' Lt.
Printed: 10/27/14
Page 1 of 2
Drilling Firm: Terracon/ICA/KYTCFor: Division of Structural Design Geotechnical Branch
Project Type: Structure Addendum State Bridge
Project Manager: Darrin Beckett
Project ID: SA-014-2010
Item Number: 01-0180.60
Trigg - US-68
Lake Barkley
4
5
6
7
8
9
10
53.5-55.0
58.5-60.0
63.5-65.0
68.5-69.4
73.5-75.0
78.5-80.0
83.5-85.0
8-7-8
20-23-20
35-41-50/0.50'
31-50/0.40'
18-15-18
18-23-10
7-8-16
SPT
SPT
SPT
SPT
SPT
SPT
SPT
(Gray poorly graded SAND, medium dense, wet).
(Brown poorly graded SAND, with gravel, mediumdense to very dense, wet).
(Brown well-graded GRAVEL, with sand, dense, wet).
(Gray poorly graded SAND, with silt, medium dense,wet).
294.2
269.2
264.2
262.7
53.5
78.5
83.5
85.0
(Bottom of Hole 85.0') (No Refusal)
Deck Elevation = 365.63 ft.Deck to Water = 7.6 ft.
Deck to Mudline = 17.9 ft.
0.8
0.9
1.0
0.9
0.9
0.7
1.1
Driller Mathis - HCN
DRILLER'S SUBSURFACE LOG
Immediate Water Depth -10.3 (07/21/11)
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 sample
Rec(%)
Rec.(ft)
SampleNo.
Run(ft)
Description
Overburden
Rock CoreSDI(JS)
Remarks
Rig_Number HCN 7253
Hole Number C4018
Surface Elevation 347.7'
Total Depth 85.0'
End Date 07/22/2011
Latitude(83) 36.800311
Longitude(83) -87.977185
Start Date 07/21/2011
Location 3164+44.00 28.7' Lt.
Printed: 10/27/14
Page 2 of 2
Drilling Firm: Terracon/ICA/KYTCFor: Division of Structural Design Geotechnical Branch
Project Type: Structure Addendum State Bridge
Project Manager: Darrin Beckett
Project ID: SA-014-2010
Item Number: 01-0180.60
Trigg - US-68
Lake Barkley
1
2
32.3-33.8
44.5-46.0
2-3-8
8-9-8
SPT
SPT
(CLAYEY SILT TO SILTY CLAY - from C4018 log).
(CONE PENETRATION TEST See CPT Log B4015-Test terminated due to rods bending (refusal)).
(Brown poorly graded SAND, with silt, medium dense,wet).
(CONE PENETRATION TEST See CPT Log B4015-Test terminated due to excessive tilt).
(Brown poorly graded SAND, with gravel and chertfragments, medium dense to dense, wet, grading to
grayish-brown at 49.5-51').
323.2
300.1
293.2
287.9
4.2
27.3
34.2
39.5
1.0
0.9
Driller Mathis - HCN
DRILLER'S SUBSURFACE LOG
Immediate Water Depth -30.4 (08/01/11)
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 and sample
Rec(%)
Rec.(ft)
SampleNo.
Run(ft)
Description
Overburden
Rock CoreSDI(JS)
Remarks
Rig_Number HCN 7253
Hole Number 4015
Surface Elevation 327.4'
Total Depth 132.2'
End Date 08/04/2011
Latitude(83) 36.800008
Longitude(83) -87.976806
Start Date 08/01/2011
Location 3165+83.21 42.6' Rt.
Printed: 10/27/14
Page 1 of 3
Drilling Firm: Terracon/ICA/KYTCFor: Division of Structural Design Geotechnical Branch
Project Type: Structure Addendum State Bridge
Project Manager: Darrin Beckett
Project ID: SA-014-2010
Item Number: 01-0180.60
Trigg - US-68
Lake Barkley
33
4
5
65 /65
100 /100
92 /92
100 /100
100 /100
100 /100
90 /90
49.5-51.049.5-51.0
54.5-56.0
59.5-61.0
2.3
5.0
5.0
5.0
5.0
5.0
5.0
19-14-1619-14-16
5-5-9
29-24-24
91
100
96
100
100
100
100
SPTSPT
SPT
SPT
(Brown poorly graded SAND, with gravel and chertfragments, medium dense to dense, wet, grading to
grayish-brown at 49.5-51').
(Grayish-brown well-graded SAND, with gravel andchert fragments, medium dense, wet).
(Grayish-brown poorly graded SAND, with gravel,dense, wet).
(Limestone, light gray and brown, horizontally bedded,(0° to 5° dip), fresh, fine to medium grained, widelyscattered stylolitic and dolomitic shale partings up to1/8" thick, fossiliferous with chert grains (Warsaw
Formation),).
(Limestone, gray and brown, horizontally bedded, (0° to5° dip), fresh, fine grained, scattered gray chert nodules
up to 7" in diameter, widely scattered dolomitic shalepartings up to 1/8" thick, scattered stylolitic, (Warsaw
Formation)).
72.2
77.2
82.2
87.2
92.2
97.2
272.9
267.9
257.5
250.4
54.5
59.5
69.9
77.0
72-72.2' coreloss and
dissolutionzone @ 72
(Begin Core)
0.90.9
0.8
1.1
2.1
5.0
4.8
5.0
5.0
5.0
5.0
Driller Mathis - HCN
DRILLER'S SUBSURFACE LOG
Immediate Water Depth -30.4 (08/01/11)
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 and sample
Rec(%)
Rec.(ft)
SampleNo.
Run(ft)
Description
Overburden
Rock CoreSDI(JS)
Remarks
Rig_Number HCN 7253
Hole Number 4015
Surface Elevation 327.4'
Total Depth 132.2'
End Date 08/04/2011
Latitude(83) 36.800008
Longitude(83) -87.976806
Start Date 08/01/2011
Location 3165+83.21 42.6' Rt.
Printed: 10/27/14
Page 2 of 3
Drilling Firm: Terracon/ICA/KYTCFor: Division of Structural Design Geotechnical Branch
Project Type: Structure Addendum State Bridge
Project Manager: Darrin Beckett
Project ID: SA-014-2010
Item Number: 01-0180.60
Trigg - US-68
Lake Barkley
90 /90
90 /90
100 /100
100 /100
100 /100
100 /100
88 /88
5.0
5.0
5.0
5.0
5.0
5.0
5.0
100
100
100
100
100
100
96
(Limestone, gray and brown, horizontally bedded, (0° to5° dip), fresh, fine grained, scattered gray chert nodules
up to 7" in diameter, widely scattered dolomitic shalepartings up to 1/8" thick, scattered stylolitic, (Warsaw
Formation)).
102.2
107.2
112.2
117.2
122.2
127.2
132.2195.2 132.2
(Bottom of Hole 132.2')
Deck Elevation = 365.35 ft.Deck to Water = 7.6 ft.
Deck to Mudline = 38.0 ft.
Assumedcore loss,0.2' left inhole @ 127
5.0
5.0
5.0
5.0
5.0
5.0
4.8
Driller Mathis - HCN
DRILLER'S SUBSURFACE LOG
Immediate Water Depth -30.4 (08/01/11)
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 and sample
Rec(%)
Rec.(ft)
SampleNo.
Run(ft)
Description
Overburden
Rock CoreSDI(JS)
Remarks
Rig_Number HCN 7253
Hole Number 4015
Surface Elevation 327.4'
Total Depth 132.2'
End Date 08/04/2011
Latitude(83) 36.800008
Longitude(83) -87.976806
Start Date 08/01/2011
Location 3165+83.21 42.6' Rt.
Printed: 10/27/14
Page 3 of 3
Drilling Firm: Terracon/ICA/KYTCFor: Division of Structural Design Geotechnical Branch
Project Type: Structure Addendum State Bridge
Project Manager: Darrin Beckett
Project ID: SA-014-2010
Item Number: 01-0180.60
Trigg - US-68
Lake Barkley
1
2
3
4
5
6
78
9
10
11
12
4.1-5.6
9.1-11.1
14.1-15.6
19.1-21.1
21.1-22.6
24.1-25.6
29.0-29.129.1-30.6
34.1-35.6
39.1-40.6
44.1-45.6
49.1-50.6
0-0-0
0-0-0
0-0-0
5-5-9
6-10-12
4-10-49
12-9-12
4-1-8
49-22-20
SPT
ST
SPT
ST
SPT
SPT
STSPT
SPT
SPT
SPT
SPT
(CLAYEY SILT TO SILTY CLAY - from C4018 log).
(Gray LEAN CLAY, very soft, moist, increasing finesand and rock fragments at 19.1-21').
(Brown well-graded SAND, with gravel and chertfragments, medium dense, wet).
(Brown poorly graded SAND, medium dense to verydense, wet, grading gray at 34.1').
(Brown poorly graded SAND, with gravel, mediumdense, wet).
(Brown well-graded GRAVEL, with sand, loose, wet).
(Brown poorly graded SAND, with gravel, dense, wet).
323.1
303.1
298.1
288.1
283.1
278.1
4.1
24.1
29.1
39.1
44.1
49.1
No Sample #7@ 26
rig pushed upat failed tube
attempt @29.1-31.1
roller bitadvancingslowly @44.1-49.1
0.6
1.8
0.2
0.0
1.3
0.7
0.00.9
1.3
0.9
0.6
1.1
Driller Mathis - HCN
DRILLER'S SUBSURFACE LOG
Immediate Water Depth -29.5 (08/20/11)
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 and sample
Rec(%)
Rec.(ft)
SampleNo.
Run(ft)
Description
Overburden
Rock CoreSDI(JS)
Remarks
Rig_Number HCN 7253
Hole Number 4014
Surface Elevation 327.2'
Total Depth 132.7'
End Date 08/20/2011
Latitude(83) 36.800219
Longitude(83) -87.976707
Start Date 08/20/2011
Location 3165+87.47 39.6' Lt.
Printed: 10/27/14
Page 1 of 3
Drilling Firm: Terracon/ICA/KYTCFor: Division of Structural Design Geotechnical Branch
Project Type: Structure Addendum State Bridge
Project Manager: Darrin Beckett
Project ID: SA-014-2010
Item Number: 01-0180.60
Trigg - US-68
Lake Barkley
13
14
15
16
100 /100
98 /98
100 /100
100 /100
98 /98
98 /98
96 /96
54.1-55.6
59.1-60.6
64.1-65.6
69.1-69.9
2.8
5.0
5.0
5.0
5.0
5.0
5.0
14-14-9
12-13-12
1-5-12
8-50/0.30'
100
100
100
100
100
100
100
SPT
SPT
SPT
SPT
(Brown poorly graded SAND, with gravel, dense, wet).
(Brown well-graded SAND, with gravel, medium dense,wet).
(Brown poorly graded SAND, medium dense to verydense, wet).
(LIMESTONE, lt gray w/ brown and blue-gray, freshwith slight to moderate weathering along fractures,
predominately medium grained with scattered coarseand fine grains composed of calcite, dolomite, chert,
fossil fragments and other rock fragments).
(LIMESTONE, medium gray, predominately fresh, finegrained w/ trace to scattered med and coarse grain,argillaceous, scattered stylolites with dolomitic silty
shale, dark gray chert nodules (to 0.8'), beds gray fineto med grain, fresh,).
72.7
77.7
82.7
87.7
92.7
97.7
273.1
263.1
257.3
247.3
54.1
64.1
69.9
79.9
(Begin Core)
0.7
0.5
0.9
0.0
2.8
5.0
5.0
5.0
5.0
5.0
5.0
Driller Mathis - HCN
DRILLER'S SUBSURFACE LOG
Immediate Water Depth -29.5 (08/20/11)
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 and sample
Rec(%)
Rec.(ft)
SampleNo.
Run(ft)
Description
Overburden
Rock CoreSDI(JS)
Remarks
Rig_Number HCN 7253
Hole Number 4014
Surface Elevation 327.2'
Total Depth 132.7'
End Date 08/20/2011
Latitude(83) 36.800219
Longitude(83) -87.976707
Start Date 08/20/2011
Location 3165+87.47 39.6' Lt.
Printed: 10/27/14
Page 2 of 3
Drilling Firm: Terracon/ICA/KYTCFor: Division of Structural Design Geotechnical Branch
Project Type: Structure Addendum State Bridge
Project Manager: Darrin Beckett
Project ID: SA-014-2010
Item Number: 01-0180.60
Trigg - US-68
Lake Barkley
96 /96
100 /100
71 /71
98 /98
98 /98
88 /88
96 /96
5.0
3.0
7.0
5.0
5.0
5.0
5.0
100
100
71
100
100
100
98
(LIMESTONE, medium gray, predominately fresh, finegrained w/ trace to scattered med and coarse grain,argillaceous, scattered stylolites with dolomitic silty
shale, dark gray chert nodules (to 0.8'), beds gray fineto med grain, fresh,).
102.7
105.7
112.7
117.7
122.7
127.7
132.7194.5 132.7
(Bottom of Hole 132.7')
Deck Elevation = 364.23 ft.Deck to Water = 7.5 ft.
Deck to Mudline = 37.0 ft.
NOTE: PS Suspension logging performed. Open hole loggingunsuccessful resulting in two casing runs of 15 feet each and
installation of temporary 3-inch PVC casing for logging.
5.0
3.0
5.0
5.0
5.0
5.0
4.9
Driller Mathis - HCN
DRILLER'S SUBSURFACE LOG
Immediate Water Depth -29.5 (08/20/11)
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 and sample
Rec(%)
Rec.(ft)
SampleNo.
Run(ft)
Description
Overburden
Rock CoreSDI(JS)
Remarks
Rig_Number HCN 7253
Hole Number 4014
Surface Elevation 327.2'
Total Depth 132.7'
End Date 08/20/2011
Latitude(83) 36.800219
Longitude(83) -87.976707
Start Date 08/20/2011
Location 3165+87.47 39.6' Lt.
Printed: 10/27/14
Page 3 of 3
Drilling Firm: Terracon/ICA/KYTCFor: Division of Structural Design Geotechnical Branch
Project Type: Structure Addendum State Bridge
Project Manager: Darrin Beckett
Project ID: SA-014-2010
Item Number: 01-0180.60
Trigg - US-68
Lake Barkley
1
2
3
4
5
6
22.2-23.7
27.2-28.7
32.2-33.7
37.2-38.7
42.2-43.7
47.2-48.7
0-7-8
12-7-6
10-11-8
6-10-16
7-9-8
14-16-21
SPT
SPT
SPT
SPT
SPT
SPT
(Clayey silt, silty clay, clay - refer to C4018 CPT log).
(CONE PENETRATION TEST).
(Gray poorly graded SAND, with silt and gravel,medium dense, wet).
(Brown poorly graded SAND, with gravel, mediumdense, wet).
(Brown well-graded SAND, with gravel, medium dense,wet).
(Grayish-brown poorly graded SAND, with gravel andclayey silt layers, medium dense, wet).
(Brown well-graded GRAVEL, with sand, mediumdense, wet).
(Brown poorly graded SAND, with gravel, dense, wet).
313.5
307.9
297.9
292.9
287.9
282.9
277.9
11.6
17.2
27.2
32.2
37.2
42.2
47.2
1.5
0.9
0.8
0.9
0.8
0.9
Driller Mathis - HCN
DRILLER'S SUBSURFACE LOG
Immediate Water Depth -32.9 (07/23/11)
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 sample
Rec(%)
Rec.(ft)
SampleNo.
Run(ft)
Description
Overburden
Rock CoreSDI(JS)
Remarks
Rig_Number HCN 7253
Hole Number C4020
Surface Elevation 325.1'
Total Depth 63.7'
End Date 07/23/2011
Latitude(83) 36.800109
Longitude(83) -87.976703
Start Date 07/23/2011
Location 3166+00.79 1.5' Lt.
Printed: 10/27/14
Page 1 of 2
Drilling Firm: Terracon/ICA/KYTCFor: Division of Structural Design Geotechnical Branch
Project Type: Structure Addendum State Bridge
Project Manager: Darrin Beckett
Project ID: SA-014-2010
Item Number: 01-0180.60
Trigg - US-68
Lake Barkley
7
8
9
52.2-53.7
57.2-58.7
62.2-63.7
10-10-10
13-16-16
8-7-7
SPT
SPT
SPT
(Brown poorly graded SAND, with gravel, dense, wet).
(Brown well-graded GRAVEL, with sand, mediumdense, wet).
(Gray poorly graded SAND, with gravel, dense tomedium dense, wet).
272.9
267.9
261.4
52.2
57.2
63.7
(Bottom of Hole 63.7') (No Refusal)
Deck Elevation = 365.55 ft.Deck to Water = 7.6 ft.
Deck to Mudline = 40.5 ft.
NOTE: PMT was performed by Terracon
0.8
1.0
0.9
Driller Mathis - HCN
DRILLER'S SUBSURFACE LOG
Immediate Water Depth -32.9 (07/23/11)
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 sample
Rec(%)
Rec.(ft)
SampleNo.
Run(ft)
Description
Overburden
Rock CoreSDI(JS)
Remarks
Rig_Number HCN 7253
Hole Number C4020
Surface Elevation 325.1'
Total Depth 63.7'
End Date 07/23/2011
Latitude(83) 36.800109
Longitude(83) -87.976703
Start Date 07/23/2011
Location 3166+00.79 1.5' Lt.
Printed: 10/27/14
Page 2 of 2
Drilling Firm: Terracon/ICA/KYTCFor: Division of Structural Design Geotechnical Branch
Project Type: Structure Addendum State Bridge
Project Manager: Darrin Beckett
Project ID: SA-014-2010
Item Number: 01-0180.60
Trigg - US-68
Lake Barkley
1
2
3
4
5
8.9-10.4
18.9-20.4
28.9-30.4
38.9-40.4
48.9-50.4
0-0-0
28-49-8
6-10-12
9-12-17
4-12-17
SPT
SPT
SPT
SPT
SPT
(CLAYEY SILT, SILTY CLAY, and CLAY - from C4018log).
(Gray LEAN CLAY, very soft, moist).
(Gray well-graded GRAVEL, with sand, very dense,wet).
(Brown well-graded GRAVEL, with sand, mediumdense, wet).
(Brown poorly graded SAND, medium dense, wet).
315.2
305.2
295.2
275.2
8.9
18.9
28.9
48.9
1.5
0.5
0.8
0.9
1.3
Driller Mathis - HCN
DRILLER'S SUBSURFACE LOG
Immediate Water Depth -7.3 (08/18/11)
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 and sample
Rec(%)
Rec.(ft)
SampleNo.
Run(ft)
Description
Overburden
Rock CoreSDI(JS)
Remarks
Rig_Number HCN 7253
Hole Number 4016
Surface Elevation 324.1'
Total Depth 129.7'
End Date 08/20/2011
Latitude(83) 36.800202
Longitude(83) -87.976612
Start Date 08/18/2011
Location 3166+15.75 41.9' Lt.
Printed: 10/27/14
Page 1 of 3
Drilling Firm: Terracon/ICA/KYTCFor: Division of Structural Design Geotechnical Branch
Project Type: Structure Addendum State Bridge
Project Manager: Darrin Beckett
Project ID: SA-014-2010
Item Number: 01-0180.60
Trigg - US-68
Lake Barkley
6
91 /91
100 /100
88 /88
90 /90
86 /86
90 /90
94 /94
58.9-60.4
2.2
5.0
5.0
5.0
5.0
5.0
5.0
28-24-39
100
100
100
100
100
100
100
SPT
(Brown poorly graded SAND, medium dense, wet).
(Brown poorly graded GRAVEL, with sand, very dense,wet).
(LIMESTONE, lt gray w/ brown grains, fresh, mediumgrain with fine grains and scattered coarse grains
composed of calcite, fossil fragments, and other rockfragments, mycritic cement, scattered stylolitic w/
dolomitic shale filling, cherty siliceous beds).
(LIMESTONE, med gray w/ brown tint, fresh, fine grainwith scattered med grain and trace coarse grain,
argillaceous, dark gray chert nodules common, styloliticwith dolomitic shale, thin intervals (0.1'), porous, slightly
weathered chert).
69.7
74.7
79.7
84.7
89.7
94.7
99.7
265.2
256.6
248.5
227.0
58.9
67.5
75.6
97.1
(Begin Core)
1.4
2.2
5.0
5.0
5.0
5.0
5.0
5.0
Driller Mathis - HCN
DRILLER'S SUBSURFACE LOG
Immediate Water Depth -7.3 (08/18/11)
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 and sample
Rec(%)
Rec.(ft)
SampleNo.
Run(ft)
Description
Overburden
Rock CoreSDI(JS)
Remarks
Rig_Number HCN 7253
Hole Number 4016
Surface Elevation 324.1'
Total Depth 129.7'
End Date 08/20/2011
Latitude(83) 36.800202
Longitude(83) -87.976612
Start Date 08/18/2011
Location 3166+15.75 41.9' Lt.
Printed: 10/27/14
Page 2 of 3
Drilling Firm: Terracon/ICA/KYTCFor: Division of Structural Design Geotechnical Branch
Project Type: Structure Addendum State Bridge
Project Manager: Darrin Beckett
Project ID: SA-014-2010
Item Number: 01-0180.60
Trigg - US-68
Lake Barkley
100 /100
100 /100
92 /92
100 /100
98 /98
94 /94
5.0
5.0
5.0
5.0
5.0
5.0
5.0
100
100
100
100
100
100
96
(LIMESTONE, interbedded med to dark gray, finegrained argillaceous with scattered coarse grain and lt
gray w/ brown grains of calcite, dolomite, fossilfragments and pellets, unit fresh, scattered stylolitic w/
dolomitic shale infill, chert nodules).
104.7
109.7
114.7
119.7
124.7
129.7194.4 129.7
(Bottom of Hole 129.7')
Deck Elevation = 364.31 ft.Deck to Water = 7.3 ft.
Deck to Mudline = 40.2 ft.
NOTE: Pressuremeter tests attempted at all SPT intervals.
Core loss at129.5-129.7'interpretted
as left in hole@ 123
5.0
5.0
5.0
5.0
5.0
5.0
4.8
Driller Mathis - HCN
DRILLER'S SUBSURFACE LOG
Immediate Water Depth -7.3 (08/18/11)
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 and sample
Rec(%)
Rec.(ft)
SampleNo.
Run(ft)
Description
Overburden
Rock CoreSDI(JS)
Remarks
Rig_Number HCN 7253
Hole Number 4016
Surface Elevation 324.1'
Total Depth 129.7'
End Date 08/20/2011
Latitude(83) 36.800202
Longitude(83) -87.976612
Start Date 08/18/2011
Location 3166+15.75 41.9' Lt.
Printed: 10/27/14
Page 3 of 3
Drilling Firm: Terracon/ICA/KYTCFor: Division of Structural Design Geotechnical Branch
Project Type: Structure Addendum State Bridge
Project Manager: Darrin Beckett
Project ID: SA-014-2010
Item Number: 01-0180.60
Trigg - US-68
Lake Barkley
1
2
3
4
5
6
7
8
9
6.6-8.1
10.0-12.0
15.0-16.5
20.0-21.5
25.0-26.5
30.0-31.5
35.0-36.5
40.0-41.5
45.0-46.5
0-0-0
0-1-0
2-1-3
5-8-10
4-8-10
7-8-14
5-7-19
2-4-9
SPT
ST
SPT
SPT
SPT
SPT
SPT
SPT
SPT
(CLAYEY SILT, SILTY CLAY, and CLAY - from C4018log).
(Very dark grayish-brown LEAN CLAY, with sand,intermediate very thin fine sand layers, very soft, wet,intermediate very thin 1" thick coarse sand and fine
subrounded gravel layers at 10.5-15').
(Grayish-brown LEAN CLAY, with sand, very soft, wet).
(Very dark grayish-brown poorly graded SAND, withgravel, very loose to medium dense, wet).
(Grayish-brown poorly graded SAND, medium dense,wet, intermediate 1" thick gravel and chert fragment
layer at 35').
(Brown poorly graded SAND, with gravel, mediumdense, wet).
(Brown poorly graded SAND, medium dense, wet).
315.9
307.5
302.5
292.5
286.5
277.5
272.5
6.6
15.0
20.0
30.0
36.0
45.0
50.0
1.5
2.0
0.6
0.8
0.8
0.8
1.5
1.2
1.1
Driller Mathis - HCN
DRILLER'S SUBSURFACE LOG
Immediate Water Depth -35.2 (08/09/11)
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 and sample
Rec(%)
Rec.(ft)
SampleNo.
Run(ft)
Description
Overburden
Rock CoreSDI(JS)
Remarks
Rig_Number HCN 7253
Hole Number 4017
Surface Elevation 322.5'
Total Depth 145.6'
End Date 08/09/2011
Latitude(83) 36.799981
Longitude(83) -87.976697
Start Date 08/06/2011
Location 3166+16.62 42.2' Rt.
Printed: 10/27/14
Page 1 of 4
Drilling Firm: Terracon/ICA/KYTCFor: Division of Structural Design Geotechnical Branch
Project Type: Structure Addendum State Bridge
Project Manager: Darrin Beckett
Project ID: SA-014-2010
Item Number: 01-0180.60
Trigg - US-68
Lake Barkley
10
11
12
13100 /100
94 /94
100 /100
88 /88
94 /94
94 /94
84 /84
100 /100
50.0-51.5
55.0-56.5
60.0-61.5
65.0-65.32.3
5.0
4.4
5.0
5.0
5.0
5.0
5.0
8-9-10
34-23-15
10-6-10
50/0.30'100
100
100
100
100
100
100
100
SPT
SPT
SPT
SPT
(Well-graded SAND, with gravel, medium dense, wet).
(Grayish-brown poorly graded GRAVEL, with sand,dense to medium dense, wet, increasing fines at 60').
(LIMESTONE).
(LIMESTONE, brown and light gray, horizontallybedded (0° to 5° dip), fresh, fine to medium grained,widely scattered stylolitic, fossiliferous, trace chert
grains, widely scattered dolomitic shale partings 1/8"thick (Warsaw Formation)).
(Limestone, gray and brown, horizontally bedded (0° to5° dip), fresh, fine grained, scattered gray chert nodules
up to 7" in diameter, widely scattered dolomitic shalepartings up to 1/8" thick (Warsaw Formation)).
67.6
72.6
77.0
82.0
87.0
92.0
97.0
267.5
257.5257.2
247.5
55.0
65.065.3
75.0
(Begin Core)
0.7
0.6
1.0
0.02.3
5.0
4.4
5.0
5.0
5.0
5.0
5.0
Driller Mathis - HCN
DRILLER'S SUBSURFACE LOG
Immediate Water Depth -35.2 (08/09/11)
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 and sample
Rec(%)
Rec.(ft)
SampleNo.
Run(ft)
Description
Overburden
Rock CoreSDI(JS)
Remarks
Rig_Number HCN 7253
Hole Number 4017
Surface Elevation 322.5'
Total Depth 145.6'
End Date 08/09/2011
Latitude(83) 36.799981
Longitude(83) -87.976697
Start Date 08/06/2011
Location 3166+16.62 42.2' Rt.
Printed: 10/27/14
Page 2 of 4
Drilling Firm: Terracon/ICA/KYTCFor: Division of Structural Design Geotechnical Branch
Project Type: Structure Addendum State Bridge
Project Manager: Darrin Beckett
Project ID: SA-014-2010
Item Number: 01-0180.60
Trigg - US-68
Lake Barkley
100 /100
90 /90
90 /90
94 /94
80 /80
94 /94
90 /90
100 /100
96 /96
100 /100
5.0
5.0
5.0
5.0
5.0
5.0
5.0
5.0
5.0
3.6
100
100
96
100
100
100
100
100
100
100
(Limestone, gray and brown, horizontally bedded (0° to5° dip), fresh, fine grained, scattered gray chert nodules
up to 7" in diameter, widely scattered dolomitic shalepartings up to 1/8" thick (Warsaw Formation)).
102.0
107.0
112.0
117.0
122.0
127.0
132.0
137.0
142.0
145.6176.9 145.6
(Bottom of Hole 145.6')
5.0
5.0
4.8
5.0
5.0
5.0
5.0
5.0
5.0
3.6
Driller Mathis - HCN
DRILLER'S SUBSURFACE LOG
Immediate Water Depth -35.2 (08/09/11)
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 and sample
Rec(%)
Rec.(ft)
SampleNo.
Run(ft)
Description
Overburden
Rock CoreSDI(JS)
Remarks
Rig_Number HCN 7253
Hole Number 4017
Surface Elevation 322.5'
Total Depth 145.6'
End Date 08/09/2011
Latitude(83) 36.799981
Longitude(83) -87.976697
Start Date 08/06/2011
Location 3166+16.62 42.2' Rt.
Printed: 10/27/14
Page 3 of 4
Drilling Firm: Terracon/ICA/KYTCFor: Division of Structural Design Geotechnical Branch
Project Type: Structure Addendum State Bridge
Project Manager: Darrin Beckett
Project ID: SA-014-2010
Item Number: 01-0180.60
Trigg - US-68
Lake Barkley
Deck Elevation = 365.18 ft.Deck to Water = 7.55 ft.
Deck to Mudline = 42.7 ft.
Driller Mathis - HCN
DRILLER'S SUBSURFACE LOG
Immediate Water Depth -35.2 (08/09/11)
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 and sample
Rec(%)
Rec.(ft)
SampleNo.
Run(ft)
Description
Overburden
Rock CoreSDI(JS)
Remarks
Rig_Number HCN 7253
Hole Number 4017
Surface Elevation 322.5'
Total Depth 145.6'
End Date 08/09/2011
Latitude(83) 36.799981
Longitude(83) -87.976697
Start Date 08/06/2011
Location 3166+16.62 42.2' Rt.
Printed: 10/27/14
Page 4 of 4
Drilling Firm: Terracon/ICA/KYTCFor: Division of Structural Design Geotechnical Branch
Project Type: Structure Addendum State Bridge
Project Manager: Darrin Beckett
Project ID: SA-014-2010
Item Number: 01-0180.60
Trigg - US-68
Lake Barkley
1
2
3
4
5
6
7
8
9
10
3.9-5.4
8.9-10.4
13.9-15.4
18.9-20.4
23.9-25.4
28.9-30.4
33.9-35.4
38.9-40.4
43.9-45.4
48.9-49.0
14-22-28
3-4-4
7-6-8
13-6-7
16-6-5
5-12-12
8-19-16
16-22-19
16-31-22
50/0.10'
SPT
SPT
SPT
SPT
SPT
SPT
SPT
SPT
SPT
SPT
(CLAY, SILTY CLAY, or CLAYEY SILT - from C4021log).
(Brown poorly graded SAND, with brown, gray, andorange gravel and chert fragments, trace clay and
organics, dense, wet).
(Brown, gray and orange well-graded GRAVEL ANDCHERT FRAGMENTS, with sand, loose to medium
dense, wet).
(Gray and brown poorly graded SAND, with gravel andchert fragments, medium dense to very dense).
304.0
299.0
289.0
258.8
3.9
8.9
18.9
49.1 (Begin Core)
1.2
0.8
0.7
0.6
0.8
0.9
1.0
0.9
1.0
0.0
Driller Mathis - HCN
DRILLER'S SUBSURFACE LOG
Immediate Water Depth -49.5 (08/09/11)
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 and sample
Rec(%)
Rec.(ft)
SampleNo.
Run(ft)
Description
Overburden
Rock CoreSDI(JS)
Remarks
Rig_Number HCN 7253
Hole Number 4018
Surface Elevation 307.9'
Total Depth 129.7'
End Date 08/12/2011
Latitude(83) 36.799755
Longitude(83) -87.974926
Start Date 08/09/2011
Location 3171+35.46 36.8' Lt.
Printed: 10/27/14
Page 1 of 3
Drilling Firm: Terracon/ICA/KYTCFor: Division of Structural Design Geotechnical Branch
Project Type: Structure Addendum State Bridge
Project Manager: Darrin Beckett
Project ID: SA-014-2010
Item Number: 01-0180.60
Trigg - US-68
Lake Barkley
94 /94
94 /94
86 /86
100 /100
92 /92
94 /94
88 /88
92 /92
88 /88
96 /96
94 /94
3.6
5.0
5.0
5.0
5.0
5.0
5.0
5.0
5.0
5.0
5.0
100
100
100
100
100
100
100
100
100
100
100
(LIMESTONE, brown and lt gray to brown, horizontallybedded, (0° to 5° dip), fresh, fine to medium grained,widely scattered stylolitic, fossiliferous w/ chert grainsand gray chert nodules up to 6" dia., widely scattered
dolomitic shale partings up to 3mm).
(LIMESTONE, dark gray and brown, fresh,argillaceous, increasing siliceous; black, very dark grayand dark brown chert nodules up to 6" dia., scattered
stylolitic, widely scattered dolomitic shale partings up to1/8" thick).
(LIMESTONE, lt gray to gray and dark brown, fresh,med to coarse calcite/dolomite grains, scattered
fossiliferous, stylolitic, and gray chert nodules, widelyscattered dolomitic shale partings <1/8" thick).
52.7
57.7
62.7
67.7
72.7
77.7
82.7
87.7
92.7
97.7
252.6
216.2
55.3
91.7
3.6
5.0
5.0
5.0
5.0
5.0
5.0
5.0
5.0
5.0
5.0
Driller Mathis - HCN
DRILLER'S SUBSURFACE LOG
Immediate Water Depth -49.5 (08/09/11)
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 and sample
Rec(%)
Rec.(ft)
SampleNo.
Run(ft)
Description
Overburden
Rock CoreSDI(JS)
Remarks
Rig_Number HCN 7253
Hole Number 4018
Surface Elevation 307.9'
Total Depth 129.7'
End Date 08/12/2011
Latitude(83) 36.799755
Longitude(83) -87.974926
Start Date 08/09/2011
Location 3171+35.46 36.8' Lt.
Printed: 10/27/14
Page 2 of 3
Drilling Firm: Terracon/ICA/KYTCFor: Division of Structural Design Geotechnical Branch
Project Type: Structure Addendum State Bridge
Project Manager: Darrin Beckett
Project ID: SA-014-2010
Item Number: 01-0180.60
Trigg - US-68
Lake Barkley
94 /94
100 /100
100 /100
94 /94
100 /100
100 /100
75 /75
5.0
5.0
5.0
5.0
5.0
5.0
2.0
100
100
100
94
100
100
75
(LIMESTONE, lt gray to gray and dark brown, fresh,med to coarse calcite/dolomite grains, scattered
fossiliferous, stylolitic, and gray chert nodules, widelyscattered dolomitic shale partings <1/8" thick).
102.7
107.7
112.7
117.7
122.7
127.7
129.7178.2 129.7
(Bottom of Hole 129.7')
Deck Elevation = 364.89 ft.Deck to Water = 7.5 ft.
Deck to Mudline = 57.0 ft.
0.5 ft. of coreleft in hole at129.2' @ 123
5.0
5.0
5.0
4.7
5.0
5.0
1.5
Driller Mathis - HCN
DRILLER'S SUBSURFACE LOG
Immediate Water Depth -49.5 (08/09/11)
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 and sample
Rec(%)
Rec.(ft)
SampleNo.
Run(ft)
Description
Overburden
Rock CoreSDI(JS)
Remarks
Rig_Number HCN 7253
Hole Number 4018
Surface Elevation 307.9'
Total Depth 129.7'
End Date 08/12/2011
Latitude(83) 36.799755
Longitude(83) -87.974926
Start Date 08/09/2011
Location 3171+35.46 36.8' Lt.
Printed: 10/27/14
Page 3 of 3
Drilling Firm: Terracon/ICA/KYTCFor: Division of Structural Design Geotechnical Branch
Project Type: Structure Addendum State Bridge
Project Manager: Darrin Beckett
Project ID: SA-014-2010
Item Number: 01-0180.60
Trigg - US-68
Lake Barkley
1
2
3
4
5
6
3.3-4.8
8.3-9.8
13.3-14.8
18.3-19.8
23.3-24.2
28.3-29.8
0-0-0
11-19-19
3-6-10
5-7-6
34-50/0.40'
22-23-25
SPT
SPT
SPT
SPT
SPT
SPT
(Clay, silty clay or clayey silt from CPT log C4021).
(Brown poorly graded SAND, with silt, very loose, wet).
(Brown poorly graded SAND, with gravel, dense, wet).
(Brown, brownish-orange, black, and dark graywell-graded SAND, with gravel, trace organics, medium
dense, wet).
(Brown well-graded GRAVEL, with sand, mediumdense to very dense, wet).
(Brown poorly graded SAND, with gravel and chertfragments, very dense, wet).
310.8
305.8
300.8
295.8
290.3
3.3
8.3
13.3
18.3
23.8
1.5
0.8
0.7
0.5
0.9
1.0
Driller Mathis - HCN
DRILLER'S SUBSURFACE LOG
Immediate Water Depth -43.2 (08/12/11)
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 and sample
Rec(%)
Rec.(ft)
SampleNo.
Run(ft)
Description
Overburden
Rock CoreSDI(JS)
Remarks
Rig_Number HCN 7253
Hole Number 4019
Surface Elevation 314.1'
Total Depth 136.5'
End Date 08/14/2011
Latitude(83) 36.799551
Longitude(83) -87.975002
Start Date 08/12/2011
Location 3171+37.10 40.8' Rt.
Printed: 10/27/14
Page 1 of 3
Drilling Firm: Terracon/ICA/KYTCFor: Division of Structural Design Geotechnical Branch
Project Type: Structure Addendum State Bridge
Project Manager: Darrin Beckett
Project ID: SA-014-2010
Item Number: 01-0180.60
Trigg - US-68
Lake Barkley
92 /92
98 /98
100 /100
100 /100
100 /100
100 /100
100 /100
100 /100
92 /92
3.8
5.0
5.0
5.0
5.0
5.0
5.0
5.0
5.0
5.0
100
100
100
100
100
100
100
100
92
100
(Brown poorly graded SAND, with gravel and chertfragments, very dense, wet).
(LIMESTONE, brown and lt gray to brown, horizontallybedded, (0° to 5° dip), fresh, fine to med grained, tracefossiliferous, widely scattered stylolitic, rare to widely
scattered dolomitic shale partings up to 1/8" thick(Warsaw Formation)).
(LIMESTONE, gray and brown, horizontally bedded (0°to 5° dip), fresh, fine grained, widely scattered very thindolomitic shale partings, dark gray and light gray chert
nodules up to 6" dia., (Warsaw Formation)).
(LIMESTONE, light gray to gray and brown, horiz.bedded, med to coarse grain, fresh, scattered stylolitic,
widely scattered fossil molds, chert, calcite anddolomitic grains, widely scattered beds siliceous fossil
frag.).
59.0
64.0
69.0
74.0
79.0
84.0
89.0
94.0
99.0
258.9
255.1
218.8
55.2
59.0
95.3
(Begin Core)
3.8
5.0
5.0
5.0
5.0
5.0
5.0
5.0
4.6
5.0
Driller Mathis - HCN
DRILLER'S SUBSURFACE LOG
Immediate Water Depth -43.2 (08/12/11)
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 and sample
Rec(%)
Rec.(ft)
SampleNo.
Run(ft)
Description
Overburden
Rock CoreSDI(JS)
Remarks
Rig_Number HCN 7253
Hole Number 4019
Surface Elevation 314.1'
Total Depth 136.5'
End Date 08/14/2011
Latitude(83) 36.799551
Longitude(83) -87.975002
Start Date 08/12/2011
Location 3171+37.10 40.8' Rt.
Printed: 10/27/14
Page 2 of 3
Drilling Firm: Terracon/ICA/KYTCFor: Division of Structural Design Geotechnical Branch
Project Type: Structure Addendum State Bridge
Project Manager: Darrin Beckett
Project ID: SA-014-2010
Item Number: 01-0180.60
Trigg - US-68
Lake Barkley
100 /100
100 /100
100 /100
100 /100
100 /100
100 /100
100 /100
100 /100
91 /91
5.0
5.0
5.0
4.5
0.7
5.0
5.0
5.0
2.3
100
100
100
100
100
100
100
100
100
(LIMESTONE, light gray to gray and brown, horiz.bedded, med to coarse grain, fresh, scattered stylolitic,
widely scattered fossil molds, chert, calcite anddolomitic grains, widely scattered beds siliceous fossil
frag.).
(LIMESTONE, gray and brown, horizontally bedded (0°to 5° dip), fresh, fine grained, widely spaced dolomiticshale partings, dark gray and light gray chert nodules
up to 6" dia., (Warsaw Formation)).
(LIMESTONE, light gray to gray and brown, horiz.bedded, med to coarse grain, fresh, scattered stylolitic,
widely scattered fossil molds, chert, calcite anddolomitic grains, widely scattered beds siliceous fossil
frag.).
104.0
109.0
114.0
118.5119.2
124.2
129.2
134.2
136.5
196.4
192.9
177.6
117.7
121.2
136.5
(Bottom of Hole 136.5')
Deck Elevation = 364.82 ft.Deck to Water = 7.5 ft.
Deck to Mudline = 50.7 ft.
Increasedcore recovery
due to lakedrawdown.Adjustment
made at134.2-136.5'
@ 127
5.0
5.0
5.0
4.5
0.7
5.0
5.0
5.0
2.3
Driller Mathis - HCN
DRILLER'S SUBSURFACE LOG
Immediate Water Depth -43.2 (08/12/11)
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 and sample
Rec(%)
Rec.(ft)
SampleNo.
Run(ft)
Description
Overburden
Rock CoreSDI(JS)
Remarks
Rig_Number HCN 7253
Hole Number 4019
Surface Elevation 314.1'
Total Depth 136.5'
End Date 08/14/2011
Latitude(83) 36.799551
Longitude(83) -87.975002
Start Date 08/12/2011
Location 3171+37.10 40.8' Rt.
Printed: 10/27/14
Page 3 of 3
Drilling Firm: Terracon/ICA/KYTCFor: Division of Structural Design Geotechnical Branch
Project Type: Structure Addendum State Bridge
Project Manager: Darrin Beckett
Project ID: SA-014-2010
Item Number: 01-0180.60
Trigg - US-68
Lake Barkley
1
2
3
4
5
6
7
13.0-14.5
18.0-19.5
23.0-24.5
28.0-29.5
33.0-34.5
41.6-43.1
47.0-48.5
5-7-9
4-6-8
2-6-10
12-8-8
10-15-20
28-33-29
21-23-24
SPT
SPT
SPT
SPT
SPT
SPT
SPT
(Silty sand, sandy silt or clayey silt-from C4021 CPTlog).
(CONE PENETRATION TEST - Test terminated due tounacceptable tilt angle change.).
(Silty sand, sandy silt or clayey silt-from C4021 CPTlog).
(CONE PENETRATION TEST - Test terminated due tounacceptable tilt angle change.).
(Brown poorly graded SAND with gravel, mediumdense).
(Brown well-graded GRAVEL with sand, mediumdense).
(Brown and gray poorly graded SAND with gravel,medium dense to dense, wet).
(CONE PENETRATION TEST - Test terminated due tounacceptable tilt angle change.).
(Brown and gray poorly graded SAND with gravel, verydense to dense, grading to medium to coarse at
47-48.5').
313.4
310.6
308.9
305.3
295.7
290.7
278.9
277.0
0.3
3.1
4.8
8.3
18.0
23.0
34.8
36.7
0.7
0.6
1.0
0.8
0.9
1.0
1.1
Driller Mathis - HCN
DRILLER'S SUBSURFACE LOG
Immediate Water Depth -44.1 (07/27/11)
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 sample
Rec(%)
Rec.(ft)
SampleNo.
Run(ft)
Description
Overburden
Rock CoreSDI(JS)
Remarks
Rig_Number HCN 7253
Hole Number C4021
Surface Elevation 313.7'
Total Depth 53.5'
End Date 07/28/2011
Latitude(83) 36.799658
Longitude(83) -87.974901
Start Date 07/27/2011
Location 3171+53.46 5.3' Lt.
Printed: 10/27/14
Page 1 of 2
Drilling Firm: Terracon/ICA/KYTCFor: Division of Structural Design Geotechnical Branch
Project Type: Structure Addendum State Bridge
Project Manager: Darrin Beckett
Project ID: SA-014-2010
Item Number: 01-0180.60
Trigg - US-68
Lake Barkley
8 52.0-53.5 22-22-18 SPT(Brown poorly graded GRAVEL with sand, dense).
261.7
260.2
52.0
53.5
(Bottom of Hole 53.5') (No Refusal)
Deck Elevation = 365.37 ft.Deck to Water = 7.6 ft.
Deck to Mudline = 51.7 ft.
1.0
Driller Mathis - HCN
DRILLER'S SUBSURFACE LOG
Immediate Water Depth -44.1 (07/27/11)
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 sample
Rec(%)
Rec.(ft)
SampleNo.
Run(ft)
Description
Overburden
Rock CoreSDI(JS)
Remarks
Rig_Number HCN 7253
Hole Number C4021
Surface Elevation 313.7'
Total Depth 53.5'
End Date 07/28/2011
Latitude(83) 36.799658
Longitude(83) -87.974901
Start Date 07/27/2011
Location 3171+53.46 5.3' Lt.
Printed: 10/27/14
Page 2 of 2
Drilling Firm: Terracon/ICA/KYTCFor: Division of Structural Design Geotechnical Branch
Project Type: Structure Addendum State Bridge
Project Manager: Darrin Beckett
Project ID: SA-014-2010
Item Number: 01-0180.60
Trigg - US-68
Lake Barkley
1
2
3
4
5
6
7
8
9
4.9-6.4
9.9-11.9
14.9-16.4
19.9-21.4
24.9-26.4
29.9-31.4
34.9-36.4
39.9-41.4
44.9-46.4
1-0-2
16-18-21
5-6-7
8-9-9
6-6-15
10-7-8
6-7-10
18-18-16
SPT
ST
SPT
SPT
SPT
SPT
SPT
SPT
SPT
(CLAY, SILTY CLAY, and CLAYEY SILT - from C4021log).
(Gray SILTY SAND, loose, wet).
(Gray SILT, wet).
(Brown poorly graded SAND, with gravel, dense tomedium dense, wet).
(Brown well-graded GRAVEL, with sand, mediumdense, wet).
(Brown poorly graded SAND, with gravel, mediumdense, wet).
(Brown poorly graded SAND, medium dense, wet).
(Brown poorly graded SAND, with gravel, dense, wet).
315.7
310.7
305.7
295.7
290.7
280.7
275.7
4.9
9.9
14.9
24.9
29.9
39.9
44.9
1.5
2.0
1.1
0.7
1.1
1.0
1.1
1.3
1.1
Driller Mathis - HCN
DRILLER'S SUBSURFACE LOG
Immediate Water Depth -35.8 (08/23/11)
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 and sample
Rec(%)
Rec.(ft)
SampleNo.
Run(ft)
Description
Overburden
Rock CoreSDI(JS)
Remarks
Rig_Number HCN 7253
Hole Number 4021
Surface Elevation 320.6'
Total Depth 121.4'
End Date 08/25/2011
Latitude(83) 36.799526
Longitude(83) -87.974913
Start Date 08/23/2011
Location 3171+64.46 41.6' Rt.
Printed: 10/27/14
Page 1 of 3
Drilling Firm: Terracon/ICA/KYTCFor: Division of Structural Design Geotechnical Branch
Project Type: Structure Addendum State Bridge
Project Manager: Darrin Beckett
Project ID: SA-014-2010
Item Number: 01-0180.60
Trigg - US-68
Lake Barkley
10
11
12
72 /72
88 /88
94 /94
96 /96
98 /98
92 /92
100 /100
94 /94
49.9-51.4
54.9-56.4
59.9-61.4
5.0
5.0
5.0
5.0
5.0
5.0
5.0
5.0
30-27-15
28-23-14
14-6-30
100
100
100
100
100
100
100
100
SPT
SPT
SPT
(Brown poorly graded SAND, with gravel, dense, wet).
(LIMESTONE, gray, some brown grains, fresh tomoderately weathered, med grained with scatteredcoarse grain of calcite, dolomite, chert, and rock
fragments, stylolitic with brown shale).
(LIMESTONE, med gray w/ lt gray, brown tint, darkgray nodules, fresh, fine grained with laminated beds,
med grain, argillaceous in parts, chert nodules andinterbeds to 1.2" thickness, stylolites, some w/ dolomitic
silty shale to 2 mm).
66.4
71.4
76.4
81.4
86.4
91.4
96.4
259.2
254.2
61.4
66.4
(Begin Core)
0.9
1.0
1.5
5.0
5.0
5.0
5.0
5.0
5.0
5.0
5.0
Driller Mathis - HCN
DRILLER'S SUBSURFACE LOG
Immediate Water Depth -35.8 (08/23/11)
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 and sample
Rec(%)
Rec.(ft)
SampleNo.
Run(ft)
Description
Overburden
Rock CoreSDI(JS)
Remarks
Rig_Number HCN 7253
Hole Number 4021
Surface Elevation 320.6'
Total Depth 121.4'
End Date 08/25/2011
Latitude(83) 36.799526
Longitude(83) -87.974913
Start Date 08/23/2011
Location 3171+64.46 41.6' Rt.
Printed: 10/27/14
Page 2 of 3
Drilling Firm: Terracon/ICA/KYTCFor: Division of Structural Design Geotechnical Branch
Project Type: Structure Addendum State Bridge
Project Manager: Darrin Beckett
Project ID: SA-014-2010
Item Number: 01-0180.60
Trigg - US-68
Lake Barkley
100 /100
92 /92
100 /100
94 /94
5.0
5.0
5.0
5.0
5.0
100
100
100
100
98
(LIMESTONE, med gray w/ lt gray, brown tint, darkgray nodules, fresh, fine grained with laminated beds,
med grain, argillaceous in parts, chert nodules andinterbeds to 1.2" thickness, stylolites, some w/ dolomitic
silty shale to 2 mm).
(LIMESTONE, lt gray, brown, dark gray, dark brown,fresh, med to coarse grain w/ beds of very coarse grain,
argillaceous laminae in upper part, stylolites w/dolomitic silty shale filling to 7 mm, beds coarse grain,
siliceous, fossil frag.).
101.4
106.4
111.4
116.4
121.4
214.2
199.2
106.4
121.4
(Bottom of Hole 121.4')
Deck Elevation = 363.88 ft.Deck to Water = 7.5 ft.
Deck to Mudline = 43.3 ft.
NOTE: PS Suspension logging performed through temporary3-inch PVC casing installed for logging.
NOTE: SPT Samples were obtained using 3" spoon.
5.0
5.0
5.0
5.0
4.9
Driller Mathis - HCN
DRILLER'S SUBSURFACE LOG
Immediate Water Depth -35.8 (08/23/11)
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 and sample
Rec(%)
Rec.(ft)
SampleNo.
Run(ft)
Description
Overburden
Rock CoreSDI(JS)
Remarks
Rig_Number HCN 7253
Hole Number 4021
Surface Elevation 320.6'
Total Depth 121.4'
End Date 08/25/2011
Latitude(83) 36.799526
Longitude(83) -87.974913
Start Date 08/23/2011
Location 3171+64.46 41.6' Rt.
Printed: 10/27/14
Page 3 of 3
Drilling Firm: Terracon/ICA/KYTCFor: Division of Structural Design Geotechnical Branch
Project Type: Structure Addendum State Bridge
Project Manager: Darrin Beckett
Project ID: SA-014-2010
Item Number: 01-0180.60
Trigg - US-68
Lake Barkley
1
2
33A
4
14.9-16.4
19.9-21.4
29.9-30.430.4-31.9
39.9-41.4
2-14-15
13-14-12
50/0.50'26-23-24
25-48-36/0.50'
SPT
SPT
SPTSPT
SPT
(CLAY, SILTY CLAY, or CLAYEY SILT - from C4022log).
(Dark brown poorly graded SAND, with gravel, mediumdense, wet).
(Brown, light brown, orange, gray, and dark graywell-graded SAND, with gravel, medium dense, wet).
(Grayish-brown poorly graded SAND, with gravel, verydense, wet).
(Grayish-brown poorly graded SAND, dense, wet).
(Brown poorly graded SAND, with gravel and rockfragments, very dense, wet).
297.4
292.4
282.4281.9
272.4
262.4
14.9
19.9
29.930.4
39.9
49.9
1.0
0.5
0.50.5
1.1
Driller Mathis - HCN
DRILLER'S SUBSURFACE LOG
Immediate Water Depth -40.6 (08/15/11)
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 and sample
Rec(%)
Rec.(ft)
SampleNo.
Run(ft)
Description
Overburden
Rock CoreSDI(JS)
Remarks
Rig_Number HCN 7253
Hole Number 4020
Surface Elevation 312.3'
Total Depth 121.6'
End Date 08/17/2011
Latitude(83) 36.799734
Longitude(83) -87.974826
Start Date 08/15/2011
Location 3171+65.89 38.2' Lt.
Printed: 10/27/14
Page 1 of 3
Drilling Firm: Terracon/ICA/KYTCFor: Division of Structural Design Geotechnical Branch
Project Type: Structure Addendum State Bridge
Project Manager: Darrin Beckett
Project ID: SA-014-2010
Item Number: 01-0180.60
Trigg - US-68
Lake Barkley
55A5B
100 /100
92 /92
98 /98
92 /92
92 /92
96 /96
98 /98
100 /100
98 /98
49.9-50.450.4-50.950.9-51.4
4.6
5.0
5.0
5.0
5.0
5.0
5.0
5.0
5.0
50/0.50'50/0.50'50/0.50'
100
100
100
100
100
100
98
100
100
SPTSPTSPT
(Brown well-graded GRAVEL, with sand, dense, wet).(Brown poorly graded SAND, with gravel, very dense,
wet).(Brown and gray well-graded GRAVEL AND CHERT
FRAGMENTS up to 1.5" dia., with sand, 36.79955956 dense, wet).
(LIMESTONE, gray w/ lt brown tint, fresh, mediumgrained, scattered coarse grained layers, widely
scattered stylolitic, scattered chert nodules, tracefossiliferous molds, (Warsaw Formation)).
(LIMESTONE, gray and lt brown, fresh, fine grainedwith scattered medium to coarse-grained layers, widely
scattered dolomitic shale partings and stylolitic,scattered gray chert nodules 3/4" to 6" dia., (Warsaw
Formation)).
61.6
66.6
71.6
76.6
81.6
86.6
91.6
96.6
261.9261.4
255.3
253.5
214.0
50.450.9
57.0
58.8
98.3
(Begin Core)
0.50.50.0
4.6
5.0
5.0
5.0
5.0
5.0
4.9
5.0
5.0
Driller Mathis - HCN
DRILLER'S SUBSURFACE LOG
Immediate Water Depth -40.6 (08/15/11)
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 and sample
Rec(%)
Rec.(ft)
SampleNo.
Run(ft)
Description
Overburden
Rock CoreSDI(JS)
Remarks
Rig_Number HCN 7253
Hole Number 4020
Surface Elevation 312.3'
Total Depth 121.6'
End Date 08/17/2011
Latitude(83) 36.799734
Longitude(83) -87.974826
Start Date 08/15/2011
Location 3171+65.89 38.2' Lt.
Printed: 10/27/14
Page 2 of 3
Drilling Firm: Terracon/ICA/KYTCFor: Division of Structural Design Geotechnical Branch
Project Type: Structure Addendum State Bridge
Project Manager: Darrin Beckett
Project ID: SA-014-2010
Item Number: 01-0180.60
Trigg - US-68
Lake Barkley
94 /94
96 /96
100 /100
86 /86
5.0
5.0
5.0
5.0
5.0
100
100
100
100
100
(LIMESTONE, gray to med gray, trace brown, fresh,med to coarse grained with argillaceous matrixcomposed of calcite, dolomite, chert, and fossil
fragments, scattered stylolitic, dolomitic shale partings1/8" thick, and gray chert nodules).
101.6
106.6
111.6
116.6
121.6190.7 121.6
(Bottom of Hole 121.6')
Deck Elevation = 364.43 ft.Deck to Water = 7.5 ft.
Deck to Mudline = 48.1 ft.
NOTE: Pressuremeter tests attempted at all SPT intervals.
5.0
5.0
5.0
5.0
5.0
Driller Mathis - HCN
DRILLER'S SUBSURFACE LOG
Immediate Water Depth -40.6 (08/15/11)
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 and sample
Rec(%)
Rec.(ft)
SampleNo.
Run(ft)
Description
Overburden
Rock CoreSDI(JS)
Remarks
Rig_Number HCN 7253
Hole Number 4020
Surface Elevation 312.3'
Total Depth 121.6'
End Date 08/17/2011
Latitude(83) 36.799734
Longitude(83) -87.974826
Start Date 08/15/2011
Location 3171+65.89 38.2' Lt.
Printed: 10/27/14
Page 3 of 3
Drilling Firm: Terracon/ICA/KYTCFor: Division of Structural Design Geotechnical Branch
Project Type: Structure Addendum State Bridge
Project Manager: Darrin Beckett
Project ID: SA-014-2010
Item Number: 01-0180.60
Trigg - US-68
Lake Barkley
1 47.6-49.1 22-26-32 SPT
(Silty sand, sandy silt or clayey silt-from C4022 CPTlog).
(CONE PENETRATION TEST - Test terminated due tounacceptable tilt angle change.).
(Brown and gray poorly graded SAND with gravel, verydense).
344.7
302.9
0.9
42.6
1.1
Driller Mathis - HCN
DRILLER'S SUBSURFACE LOG
Immediate Water Depth -12.5 (07/24/11)
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 sample
Rec(%)
Rec.(ft)
SampleNo.
Run(ft)
Description
Overburden
Rock CoreSDI(JS)
Remarks
Rig_Number HCN 7253
Hole Number C4022
Surface Elevation 345.6'
Total Depth 79.2'
End Date 07/24/2011
Latitude(83) 36.799560
Longitude(83) -87.974529
Start Date 07/24/2011
Location 3172+68.05 4.2' Lt.
Printed: 10/27/14
Page 1 of 2
Drilling Firm: Terracon/ICA/KYTCFor: Division of Structural Design Geotechnical Branch
Project Type: Structure Addendum State Bridge
Project Manager: Darrin Beckett
Project ID: SA-014-2010
Item Number: 01-0180.60
Trigg - US-68
Lake Barkley
2
3
4
5
6
7
52.6-54.1
57.7-59.2
62.7-64.2
67.7-69.2
72.7-74.2
77.7-79.2
14-21-17
19-27-17
7-6-10
23-26-21
17-16-15
7-7-5
SPT
SPT
SPT
SPT
SPT
SPT
(Brown and gray poorly graded SAND with gravel, verydense).
(Brown well-graded SAND with gravel, dense).
(Brown and gray poorly graded SAND with gravel,dense).
(Brown and gray well- graded GRAVEL with sand,medium dense, large gravel sizes noted at 62.7-64.2').
(Brown poorly graded SAND with gravel, dense, wet).
(Brown poorly graded GRAVEL with sand, dense, wet).
(Brown poorly graded SAND with gravel, mediumdense, wet).
293.0
287.9
282.9
277.9
272.9
267.9
266.4
52.6
57.7
62.7
67.7
72.7
77.7
79.2
(Bottom of Hole 79.2') (No Refusal)
Deck Elevation = 365.65 ft.Deck to Water = 7.6 ft.
Deck to Mudline = 20.1 ft.
0.9
1.0
0.4
1.1
1.0
1.1
Driller Mathis - HCN
DRILLER'S SUBSURFACE LOG
Immediate Water Depth -12.5 (07/24/11)
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 sample
Rec(%)
Rec.(ft)
SampleNo.
Run(ft)
Description
Overburden
Rock CoreSDI(JS)
Remarks
Rig_Number HCN 7253
Hole Number C4022
Surface Elevation 345.6'
Total Depth 79.2'
End Date 07/24/2011
Latitude(83) 36.799560
Longitude(83) -87.974529
Start Date 07/24/2011
Location 3172+68.05 4.2' Lt.
Printed: 10/27/14
Page 2 of 2
Drilling Firm: Terracon/ICA/KYTCFor: Division of Structural Design Geotechnical Branch
Project Type: Structure Addendum State Bridge
Project Manager: Darrin Beckett
Project ID: SA-014-2010
Item Number: 01-0180.60
Trigg - US-68
Lake Barkley
1 46.6-48.1 40-38-29/0.50' SPT
(CONE PENETRATION TEST - Refer to CPT logC4023 - Test terminated due to unacceptable tilt).
(Brownish-gray poorly graded SAND, very dense, wet).
294.8 40.9
1.5
Driller Mathis - HCN
DRILLER'S SUBSURFACE LOG
Immediate Water Depth -25.0 (06/29/11)
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 sample
Rec(%)
Rec.(ft)
SampleNo.
Run(ft)
Description
Overburden
Rock CoreSDI(JS)
Remarks
Rig_Number HCN 7253
Hole Number C4023
Surface Elevation 335.7'
Total Depth 68.1'
End Date 06/30/2011
Latitude(83) 36.799466
Longitude(83) -87.974151
Start Date 06/29/2011
Location 3173+83.79 5.4' Lt.
Printed: 10/27/14
Page 1 of 2
Drilling Firm: Terracon/ICA/KYTCFor: Division of Structural Design Geotechnical Branch
Project Type: Structure Addendum State Bridge
Project Manager: Darrin Beckett
Project ID: SA-014-2010
Item Number: 01-0180.60
Trigg - US-68
Lake Barkley
2
3
4
5
51.6-53.1
56.6-58.1
61.6-63.1
66.6-68.1
12-18-23
10-8-9
6-8-8
3-4-4
SPT
SPT
SPT
SPT
(Brownish-gray poorly graded SAND, very dense, wet).
(Brown poorly graded SAND, with silt and gravel,dense, wet).
(Brown poorly graded SAND, with gravel, mediumdense, wet).
(Brown well-graded GRAVEL, with sand, mediumdense, wet).
(Brown poorly graded GRAVEL, with sand, loose, wet).
284.1
279.1
274.1
269.1
267.6
51.6
56.6
61.6
66.6
68.1
(Bottom of Hole 68.1') (No Refusal)
Deck Elevation = 368.34 ft.Deck to Water = 7.6 ft.
Deck to Mudline = 32.6 ft.
1.0
1.0
0.9
0.4
Driller Mathis - HCN
DRILLER'S SUBSURFACE LOG
Immediate Water Depth -25.0 (06/29/11)
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 sample
Rec(%)
Rec.(ft)
SampleNo.
Run(ft)
Description
Overburden
Rock CoreSDI(JS)
Remarks
Rig_Number HCN 7253
Hole Number C4023
Surface Elevation 335.7'
Total Depth 68.1'
End Date 06/30/2011
Latitude(83) 36.799466
Longitude(83) -87.974151
Start Date 06/29/2011
Location 3173+83.79 5.4' Lt.
Printed: 10/27/14
Page 2 of 2
Drilling Firm: Terracon/ICA/KYTCFor: Division of Structural Design Geotechnical Branch
Project Type: Structure Addendum State Bridge
Project Manager: Darrin Beckett
Project ID: SA-014-2010
Item Number: 01-0180.60
Trigg - US-68
Lake Barkley
(CONE PENETRATION TEST - Refer to CPT logC4024 - Test terminated due to rods bending).
Driller Mathis - HCN
DRILLER'S SUBSURFACE LOG
Immediate Water Depth -21.5 (06/28/11)
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 sample
Rec(%)
Rec.(ft)
SampleNo.
Run(ft)
Description
Overburden
Rock CoreSDI(JS)
Remarks
Rig_Number HCN 7253
Hole Number C4024
Surface Elevation 338.8'
Total Depth 73.9'
End Date 06/29/2011
Latitude(83) 36.799423
Longitude(83) -87.973656
Start Date 06/28/2011
Location 3175+26.64 34.3' Lt.
Printed: 10/27/14
Page 1 of 2
Drilling Firm: Terracon/ICA/KYTCFor: Division of Structural Design Geotechnical Branch
Project Type: Structure Addendum State Bridge
Project Manager: Darrin Beckett
Project ID: SA-014-2010
Item Number: 01-0180.60
Trigg - US-68
Lake Barkley
1
2
3
4
57.4-58.9
62.4-63.9
67.4-68.9
72.4-73.9
6-4-5
7-8-10
3-7-9
12-16-14
SPT
SPT
SPT
SPT
(CONE PENETRATION TEST - Refer to CPT logC4024 - Test terminated due to rods bending).
(Brown poorly graded SAND, with gravel, loose tomedium dense, wet).
(Brown poorly graded GRAVEL with sand, dense, wet).
286.5
266.4
264.9
52.3
72.4
73.9
(Bottom of Hole 73.9') (No Refusal)
Deck Elevation = 367.85 ft.Deck to Water = 7.6 ft.
Deck to Mudline = 29.1 ft.
SPT #4recovery is
estimated @72.4-73.9
0.6
1.4
0.6
0.5
Driller Mathis - HCN
DRILLER'S SUBSURFACE LOG
Immediate Water Depth -21.5 (06/28/11)
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 sample
Rec(%)
Rec.(ft)
SampleNo.
Run(ft)
Description
Overburden
Rock CoreSDI(JS)
Remarks
Rig_Number HCN 7253
Hole Number C4024
Surface Elevation 338.8'
Total Depth 73.9'
End Date 06/29/2011
Latitude(83) 36.799423
Longitude(83) -87.973656
Start Date 06/28/2011
Location 3175+26.64 34.3' Lt.
Printed: 10/27/14
Page 2 of 2
Drilling Firm: Terracon/ICA/KYTCFor: Division of Structural Design Geotechnical Branch
Project Type: Structure Addendum State Bridge
Project Manager: Darrin Beckett
Project ID: SA-014-2010
Item Number: 01-0180.60
Trigg - US-68
Lake Barkley
(CONE PENETRATION TEST - Refer to CPT logC4025 - Test terminated due to hydraulic refusal).
Driller Mathis - HCN
DRILLER'S SUBSURFACE LOG
Immediate Water Depth -19.5 (06/28/11)
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 sample
Rec(%)
Rec.(ft)
SampleNo.
Run(ft)
Description
Overburden
Rock CoreSDI(JS)
Remarks
Rig_Number HCN 7253
Hole Number C4025
Surface Elevation 340.4'
Total Depth 74.9'
End Date 06/28/2011
Latitude(83) 36.799222
Longitude(83) -87.973232
Start Date 06/27/2011
Location 3176+67.06 2.4' Lt.
Printed: 10/27/14
Page 1 of 2
Drilling Firm: Terracon/ICA/KYTCFor: Division of Structural Design Geotechnical Branch
Project Type: Structure Addendum State Bridge
Project Manager: Darrin Beckett
Project ID: SA-014-2010
Item Number: 01-0180.60
Trigg - US-68
Lake Barkley
1 58.5-60.0 49-16-5 SPT
(CONE PENETRATION TEST - Refer to CPT logC4025 - Test terminated due to hydraulic refusal).
(GRAVELLY SAND TO SAND, assumed from CPTpush above and below interval).
(CONE PENETRATION TEST - Refer to CPT logC4025 - Test terminated due to rods bending).
(Brown and gray well-graded SAND, with silt andgravel, medium dense).
(CONE PENETRATION TEST - Refer to CPT logC4025 - Test terminated due to unacceptable tilt).
288.3
283.5
282.3
279.9
265.5
52.1
56.9
58.1
60.5
74.9
(Bottom of Hole 74.9') (No Refusal)
Deck Elevation = 367.49 ft.Deck to Water = 7.6 ft.
Deck to Mudline = 27.1 ft.
1.0
Driller Mathis - HCN
DRILLER'S SUBSURFACE LOG
Immediate Water Depth -19.5 (06/28/11)
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 sample
Rec(%)
Rec.(ft)
SampleNo.
Run(ft)
Description
Overburden
Rock CoreSDI(JS)
Remarks
Rig_Number HCN 7253
Hole Number C4025
Surface Elevation 340.4'
Total Depth 74.9'
End Date 06/28/2011
Latitude(83) 36.799222
Longitude(83) -87.973232
Start Date 06/27/2011
Location 3176+67.06 2.4' Lt.
Printed: 10/27/14
Page 2 of 2
Drilling Firm: Terracon/ICA/KYTCFor: Division of Structural Design Geotechnical Branch
Project Type: Structure Addendum State Bridge
Project Manager: Darrin Beckett
Project ID: SA-014-2010
Item Number: 01-0180.60
Trigg - US-68
Lake Barkley
(CONE PENETRATION TEST - Refer to CPT logC4026 - Test terminated due to hydraulic refusal).
Driller Mathis - HCN
DRILLER'S SUBSURFACE LOG
Immediate Water Depth -17.0 (06/24/11)
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 sample
Rec(%)
Rec.(ft)
SampleNo.
Run(ft)
Description
Overburden
Rock CoreSDI(JS)
Remarks
Rig_Number HCN 7253
Hole Number C4026
Surface Elevation 342.2'
Total Depth 76.5'
End Date 06/24/2011
Latitude(83) 36.799094
Longitude(83) -87.972775
Start Date 06/24/2011
Location 3178+08.71 1.5' Rt.
Printed: 10/27/14
Page 1 of 2
Drilling Firm: Terracon/ICA/KYTCFor: Division of Structural Design Geotechnical Branch
Project Type: Structure Addendum State Bridge
Project Manager: Darrin Beckett
Project ID: SA-014-2010
Item Number: 01-0180.60
Trigg - US-68
Lake Barkley
1 75.0-76.5 8-5-5 SPT
(CONE PENETRATION TEST - Refer to CPT logC4026 - Test terminated due to hydraulic refusal).
(GRAVELLY SAND TO SAND, assumed from CPTpush above and below interval).
(CONE PENETRATION TEST - Refer to CPT logC4026 - Test terminated due to hydraulic refusal).
(Brown poorly graded SAND, with gravel, trace chert,loose, wet).
284.0
279.7
272.1
265.7
58.2
62.5
70.1
76.5
(Bottom of Hole 76.5') (No Refusal)
Deck Elevation = 366.66 ft.Deck to Water = 7.5 ft.
Deck to Mudline = 24.5 ft.
1.0
Driller Mathis - HCN
DRILLER'S SUBSURFACE LOG
Immediate Water Depth -17.0 (06/24/11)
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 sample
Rec(%)
Rec.(ft)
SampleNo.
Run(ft)
Description
Overburden
Rock CoreSDI(JS)
Remarks
Rig_Number HCN 7253
Hole Number C4026
Surface Elevation 342.2'
Total Depth 76.5'
End Date 06/24/2011
Latitude(83) 36.799094
Longitude(83) -87.972775
Start Date 06/24/2011
Location 3178+08.71 1.5' Rt.
Printed: 10/27/14
Page 2 of 2
Drilling Firm: Terracon/ICA/KYTCFor: Division of Structural Design Geotechnical Branch
Project Type: Structure Addendum State Bridge
Project Manager: Darrin Beckett
Project ID: SA-014-2010
Item Number: 01-0180.60
Trigg - US-68
Lake Barkley
(CONE PENETRATION TEST - Refer to CPT logC4027 - Test terminated due to hydraulic refusal).
Driller Mathis - HCN
DRILLER'S SUBSURFACE LOG
Immediate Water Depth -14.6 (06/22/11)
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 sample
Rec(%)
Rec.(ft)
SampleNo.
Run(ft)
Description
Overburden
Rock CoreSDI(JS)
Remarks
Rig_Number HCN 7253
Hole Number C4027
Surface Elevation 344.5'
Total Depth 78.7'
End Date 06/23/2011
Latitude(83) 36.799083
Longitude(83) -87.972343
Start Date 06/22/2011
Location 3179+30.72 33.0' Lt.
Printed: 10/27/14
Page 1 of 2
Drilling Firm: Terracon/ICA/KYTCFor: Division of Structural Design Geotechnical Branch
Project Type: Structure Addendum State Bridge
Project Manager: Darrin Beckett
Project ID: SA-014-2010
Item Number: 01-0180.60
Trigg - US-68
Lake Barkley
1
2
60.9-62.4
70.6-72.1
11-8-13
10-6-14
SPT
SPT
(CONE PENETRATION TEST - Refer to CPT logC4027 - Test terminated due to hydraulic refusal).
(Brown and gray poorly graded SAND, with silt, mediumdense, wet).
(CONE PENETRATION TEST - Refer to CPT logC4027 - Test terminated due to hydraulic refusal).
(Gray SILTY SAND, with gravel, medium dense, wet).
(CONE PENETRATION TEST - Refer to CPT logC4027 - Test terminated due to bad inclination and rods
bending).
286.8
281.1
278.7
272.1
265.7
57.7
63.4
65.8
72.4
78.7
(Bottom of Hole 78.7') (No Refusal)
Deck Elevation = 366.57 ft.Deck to Water = 7.5 ft.
Deck to Mudline = 22.1 ft.
1.2
1.0
Driller Mathis - HCN
DRILLER'S SUBSURFACE LOG
Immediate Water Depth -14.6 (06/22/11)
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 sample
Rec(%)
Rec.(ft)
SampleNo.
Run(ft)
Description
Overburden
Rock CoreSDI(JS)
Remarks
Rig_Number HCN 7253
Hole Number C4027
Surface Elevation 344.5'
Total Depth 78.7'
End Date 06/23/2011
Latitude(83) 36.799083
Longitude(83) -87.972343
Start Date 06/22/2011
Location 3179+30.72 33.0' Lt.
Printed: 10/27/14
Page 2 of 2
Drilling Firm: Terracon/ICA/KYTCFor: Division of Structural Design Geotechnical Branch
Project Type: Structure Addendum State Bridge
Project Manager: Darrin Beckett
Project ID: SA-014-2010
Item Number: 01-0180.60
Trigg - US-68
Lake Barkley
(CONE PENETRATION TEST - Refer to CPT logC4028 - Test terminated due to hydraulic refusal).
Driller Johnson - HCN
DRILLER'S SUBSURFACE LOG
Immediate Water Depth -13.3 (06/21/11)
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 sample
Rec(%)
Rec.(ft)
SampleNo.
Run(ft)
Description
Overburden
Rock CoreSDI(JS)
Remarks
Rig_Number HCN 7253
Hole Number C4028
Surface Elevation 345.9'
Total Depth 78.5'
End Date 06/22/2011
Latitude(83) 36.798894
Longitude(83) -87.971962
Start Date 06/21/2011
Location 3180+57.71 1.4' Lt.
Printed: 10/27/14
Page 1 of 2
Drilling Firm: Terracon/ICA/KYTCFor: Division of Structural Design Geotechnical Branch
Project Type: Structure Addendum State Bridge
Project Manager: Darrin Beckett
Project ID: SA-014-2010
Item Number: 01-0180.60
Trigg - US-68
Lake Barkley
1
2
3
57.9-59.4
62.9-64.4
77.0-78.5
11-10-14
3-13-8
16-19-11
SPT
SPT
SPT
(CONE PENETRATION TEST - Refer to CPT logC4028 - Test terminated due to hydraulic refusal).
(Brown SILTY SAND, with gravel, medium dense, wet).
(Brown well-graded SAND, with gravel, medium dense,wet).
(CONE PENETRATION TEST - Refer to CPT logC4028 - Test terminated due to hydraulic refusal).
(Assumed GRAVELLY SAND to SAND from CPT logC4028).
(CONE PENETRATION TEST - Refer to CPT logC4028 - Test terminated due to hydraulic refusal).
(Brown poorly graded SAND, with gravel, dense, wet).
293.2
283.1
281.6
279.8
275.9
271.9
267.4
52.8
62.9
64.3
66.1
70.0
74.0
78.5
(Bottom of Hole 78.5') (No Refusal)
Deck Elevation = 366.77 ft.Deck to Water = 7.5 ft.
Deck to Mudline = 20.9 ft.
0.2
1.0
1.0
Driller Johnson - HCN
DRILLER'S SUBSURFACE LOG
Immediate Water Depth -13.3 (06/21/11)
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 sample
Rec(%)
Rec.(ft)
SampleNo.
Run(ft)
Description
Overburden
Rock CoreSDI(JS)
Remarks
Rig_Number HCN 7253
Hole Number C4028
Surface Elevation 345.9'
Total Depth 78.5'
End Date 06/22/2011
Latitude(83) 36.798894
Longitude(83) -87.971962
Start Date 06/21/2011
Location 3180+57.71 1.4' Lt.
Printed: 10/27/14
Page 2 of 2
Drilling Firm: Terracon/ICA/KYTCFor: Division of Structural Design Geotechnical Branch
Project Type: Structure Addendum State Bridge
Project Manager: Darrin Beckett
Project ID: SA-014-2010
Item Number: 01-0180.60
Trigg - US-68
Lake Barkley
(CONE PENETRATION TEST - Refer to CPT LogC4029).
Driller Buchanan - HCN
DRILLER'S SUBSURFACE LOG
Immediate Water Depth -7.4 (06/19/11)
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 CPT
Rec(%)
Rec.(ft)
SampleNo.
Run(ft)
Description
Overburden
Rock CoreSDI(JS)
Remarks
Rig_Number HCN 7253
Hole Number C4029
Surface Elevation 345.1'
Total Depth 61.6'
End Date 06/19/2011
Latitude(83) 36.798888
Longitude(83) -87.971472
Start Date 06/19/2011
Location 3181+95.23 42.9' Lt.
Printed: 10/27/14
Page 1 of 2
Drilling Firm: Terracon/ICA/KYTCFor: Division of Structural Design Geotechnical Branch
Project Type: Structure Addendum State Bridge
Project Manager: Darrin Beckett
Project ID: SA-014-2010
Item Number: 01-0180.60
Trigg - US-68
Lake Barkley
(CONE PENETRATION TEST - Refer to CPT LogC4029).
283.6 61.6
(Bottom of Hole 61.6') (No Refusal)
Deck Elevation = 366.65 ft.Deck to Water = 7.4 ft.
Deck to Mudline = 21.6 ft.
Driller Buchanan - HCN
DRILLER'S SUBSURFACE LOG
Immediate Water Depth -7.4 (06/19/11)
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 CPT
Rec(%)
Rec.(ft)
SampleNo.
Run(ft)
Description
Overburden
Rock CoreSDI(JS)
Remarks
Rig_Number HCN 7253
Hole Number C4029
Surface Elevation 345.1'
Total Depth 61.6'
End Date 06/19/2011
Latitude(83) 36.798888
Longitude(83) -87.971472
Start Date 06/19/2011
Location 3181+95.23 42.9' Lt.
Printed: 10/27/14
Page 2 of 2
Drilling Firm: Terracon/ICA/KYTCFor: Division of Structural Design Geotechnical Branch
Project Type: Structure Addendum State Bridge
Project Manager: Darrin Beckett
Project ID: SA-014-2010
Item Number: 01-0180.60
Trigg - US-68
Lake Barkley
(CONE PENETRATION TEST - Refer to CPT logC4030).
Driller Buchanan - HCN
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 CPT
Rec(%)
Rec.(ft)
SampleNo.
Run(ft)
Description
Overburden
Rock CoreSDI(JS)
Remarks
Rig_Number HCN 7253
Hole Number C4030
Surface Elevation 347.7'
Total Depth 53.6'
End Date 06/27/2011
Latitude(83) 36.798725
Longitude(83) -87.971053
Start Date 06/27/2011
Location 3183+30.77 22.3' Lt.
Printed: 10/27/14
Page 1 of 2
Drilling Firm: Terracon/ICA/KYTCFor: Division of Structural Design Geotechnical Branch
Project Type: Structure Addendum State Bridge
Project Manager: Darrin Beckett
Project ID: SA-014-2010
Item Number: 01-0180.60
Trigg - US-68
Lake Barkley
(CONE PENETRATION TEST - Refer to CPT logC4030).
294.1 53.6
(Bottom of Hole 53.6') (No Refusal)
Deck Elevation = 366.97 ft.Deck to Water = 7.6 ft.
Deck to Mudline = 19.3 ft.
Driller Buchanan - HCN
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 CPT
Rec(%)
Rec.(ft)
SampleNo.
Run(ft)
Description
Overburden
Rock CoreSDI(JS)
Remarks
Rig_Number HCN 7253
Hole Number C4030
Surface Elevation 347.7'
Total Depth 53.6'
End Date 06/27/2011
Latitude(83) 36.798725
Longitude(83) -87.971053
Start Date 06/27/2011
Location 3183+30.77 22.3' Lt.
Printed: 10/27/14
Page 2 of 2
Drilling Firm: Terracon/ICA/KYTCFor: Division of Structural Design Geotechnical Branch
Project Type: Structure Addendum State Bridge
Project Manager: Darrin Beckett
Project ID: SA-014-2010
Item Number: 01-0180.60
Trigg - US-68
Lake Barkley
1
2
3
12.0-13.5
17.0-18.5
22.0-23.5
49-3-2
9-11-6
7-3-3
SPT
SPT
SPT
(CONE PENETRATION TEST - Refer to CPT logC4031 - Test terminated due to rods bending).
(Brown poorly graded SAND, with gravel and limestonefragments, loose, wet).
(LIMESTONE, and rock fragments, medium dense).
(Gray SANDY LEAN CLAY, medium stiff, moist).
(CONE PENETRATION TEST - Refer to CPT logC4031 - Test terminated due to rods bending).
360.4
350.9
345.9
343.9
332.5
7.5
17.0
22.0
24.0
35.4
(Bottom of Hole 35.4') (No Refusal)
0.8
0.1
0.6
Driller Johnson - HCN
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 sample
Rec(%)
Rec.(ft)
SampleNo.
Run(ft)
Description
Overburden
Rock CoreSDI(JS)
Remarks
Rig_Number HCN 7253
Hole Number C4031
Surface Elevation 367.9'
Total Depth 35.4'
End Date 12/08/2011
Latitude(83) 36.798482
Longitude(83) -87.970609
Start Date 12/08/2011
Location 3184+78.96 29.8' Rt.
Printed: 10/27/14
Page 1 of 1
Drilling Firm: Terracon/ICA/KYTCFor: Division of Structural Design Geotechnical Branch
Project Type: Structure Addendum State Bridge
Project Manager: Darrin Beckett
Project ID: SA-014-2010
Item Number: 01-0180.60
Trigg - US-68
Lake Barkley
95 /95
100 /96
94 /94
94 /88
100 /93
3.7
5.0
5.0
5.0
1.5
95
100
96
100
100
Red, clay.
Gravel & sand.
Limestone.
19.9
24.9
29.9
34.9
36.4
378.2
373.5
353.3
11.5
16.2
36.4
(Bottom of Hole 36.4')
(Begin Core)
3.5
5.0
4.8
5.0
1.5
Driller Cayton, Bill - ICA
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 300404
Hole Number 4024
Surface Elevation 389.7'
Total Depth 36.4'
End Date 08/09/2011
Latitude(83) 36.798450
Longitude(83) -87.970191
Start Date 08/09/2011
Location 3185+99.00 17.0' Rt.
Printed: 10/27/14
Page 1 of 1
Drilling Firm: Terracon/ICA/KYTCFor: Division of Structural Design Geotechnical Branch
Project Type: Structure Addendum State Bridge
Project Manager: Darrin Beckett
Project ID: SA-014-2010
Item Number: 01-0180.60
Trigg - US-68
Lake Barkley
ST-1
SS-10 / 096 /96
100 /100
94 /100
100 /98
100 /96
98 /98
100 /100
100 /96
4.9-5.9
9.9-10.00.2
5.0
5.0
5.0
5.0
5.0
5.0
5.0
5.0
50/0.10'100
100
100
100
100
100
98
100
100
ST
SPT
Red, clay with rock fragments.
Limestone.
10.2
15.2
20.2
25.2
30.2
35.2
40.2
45.2
381.5
341.3
10.0
50.2
(Begin Core)
1.0
0.10.2
5.0
5.0
5.0
5.0
5.0
4.9
5.0
5.0
Driller Cayton, Bill - ICA
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 and sample
Rec(%)
Rec.(ft)
SampleNo.
Run(ft)
Description
Overburden
Rock CoreSDI(JS)
Remarks
Rig_Number 300404
Hole Number 4025
Surface Elevation 391.5'
Total Depth 50.2'
End Date 08/06/2011
Latitude(83) 36.798359
Longitude(83) -87.970210
Start Date 08/05/2011
Location 3186+01.00 48.0' Rt.
Printed: 10/27/14
Page 1 of 2
Drilling Firm: Terracon/ICA/KYTCFor: Division of Structural Design Geotechnical Branch
Project Type: Structure Addendum State Bridge
Project Manager: Darrin Beckett
Project ID: SA-014-2010
Item Number: 01-0180.60
Trigg - US-68
Lake Barkley
50.2
(Bottom of Hole 50.2')
Moved boring due to overhead utilities.
Driller Cayton, Bill - ICA
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 and sample
Rec(%)
Rec.(ft)
SampleNo.
Run(ft)
Description
Overburden
Rock CoreSDI(JS)
Remarks
Rig_Number 300404
Hole Number 4025
Surface Elevation 391.5'
Total Depth 50.2'
End Date 08/06/2011
Latitude(83) 36.798359
Longitude(83) -87.970210
Start Date 08/05/2011
Location 3186+01.00 48.0' Rt.
Printed: 10/27/14
Page 2 of 2
Drilling Firm: Terracon/ICA/KYTCFor: Division of Structural Design Geotechnical Branch
Project Type: Structure Addendum State Bridge
Project Manager: Darrin Beckett
Project ID: SA-014-2010
Item Number: 01-0180.60
Trigg - US-68
Lake Barkley
100 /100
94 /98
100 /100
84 /92
100 /98
1.6
5.0
5.0
5.0
4.7
100
94
100
92
100
Brown, clay.
Limestone.
22.0
27.0
32.0
37.0
41.7
370.7
349.4
20.4
41.7
(Bottom of Hole 41.7')
(Begin Core)
1.6
4.7
5.0
4.6
4.7
Driller Banning, Carl - ICA
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 300404
Hole Number 4023
Surface Elevation 391.1'
Total Depth 41.7'
End Date 08/10/2011
Latitude(83) 36.798489
Longitude(83) -87.970168
Start Date 08/10/2011
Location 3186+04.00 1.0' Lt.
Printed: 10/27/14
Page 1 of 1
Drilling Firm: Terracon/ICA/KYTCFor: Division of Structural Design Geotechnical Branch
Project Type: Structure Addendum State Bridge
Project Manager: Darrin Beckett
Project ID: SA-014-2010
Item Number: 01-0180.60
Trigg - US-68
Lake Barkley
1 7.0-7.1 50/0.10' SPT
(CONE PENETRATION TEST - Refer to CPT logC4032 - Test terminated due to rods bending).
(Brown LEAN CLAY, with rock fragments, hard, moist).
(CONE PENETRATION TEST - Refer to CPT logC4032 - Test terminated due to rods bending).
384.0382.8
380.0
6.87.9
10.8
(Bottom of Hole 10.8') (No Refusal)
0.1
Driller Johnson - HCN
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 sample
Rec(%)
Rec.(ft)
SampleNo.
Run(ft)
Description
Overburden
Rock CoreSDI(JS)
Remarks
Rig_Number HCN 7253
Hole Number C4032
Surface Elevation 390.8'
Total Depth 10.8'
End Date 12/08/2011
Latitude(83) 36.798469
Longitude(83) -87.970174
Start Date 12/07/2011
Location 3186+03.65 7.0' Rt.
Printed: 10/27/14
Page 1 of 1
Drilling Firm: Terracon/ICA/KYTCFor: Division of Structural Design Geotechnical Branch
Project Type: Structure Addendum State Bridge
Project Manager: Darrin Beckett
Project ID: SA-014-2010
Item Number: 01-0180.60
Trigg - US-68
Lake Barkley
ST-1
ST-2
SS-1
SS-2
84 /84
98 /98
100 /90
80 /86
100 /98
100 /100
5.2-7.2
10.2-12.2
15.2-16.7
20.2-21.7
2.5
5.0
5.0
5.0
5.0
5.0
5-6-8
14-12-11
100
98
100
100
100
100
ST
ST
SPT
SPT
Red, clay with rock fragments.
Red, clay.
Red, clay with limestone fragments.
Red, clay with sand.
Limestone w/clay seams.
Limestone.
25.7
30.7
35.7
40.7
45.7
386.3
377.8
373.0
368.3
350.8
5.2
13.7
18.5
23.2
40.7
(Begin Core)
1.9
1.9
1.1
1.5
2.5
4.9
5.0
5.0
5.0
5.0
Driller Cayton, Bill - ICA
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 and sample
Rec(%)
Rec.(ft)
SampleNo.
Run(ft)
Description
Overburden
Rock CoreSDI(JS)
Remarks
Rig_Number 300404
Hole Number 4022
Surface Elevation 391.5'
Total Depth 63.2'
End Date 08/08/2011
Latitude(83) 36.798566
Longitude(83) -87.970127
Start Date 08/07/2011
Location 3186+10.00 30.0' Lt.
Printed: 10/27/14
Page 1 of 2
Drilling Firm: Terracon/ICA/KYTCFor: Division of Structural Design Geotechnical Branch
Project Type: Structure Addendum State Bridge
Project Manager: Darrin Beckett
Project ID: SA-014-2010
Item Number: 01-0180.60
Trigg - US-68
Lake Barkley
86 /94
100 /94
100 /96
5.0
5.0
2.5
100
100
100
Limestone.
50.7
55.7
60.7
63.2328.3 63.2
(Bottom of Hole 63.2')
Moved boring out of ditch.
5.0
5.0
2.5
Driller Cayton, Bill - ICA
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 and sample
Rec(%)
Rec.(ft)
SampleNo.
Run(ft)
Description
Overburden
Rock CoreSDI(JS)
Remarks
Rig_Number 300404
Hole Number 4022
Surface Elevation 391.5'
Total Depth 63.2'
End Date 08/08/2011
Latitude(83) 36.798566
Longitude(83) -87.970127
Start Date 08/07/2011
Location 3186+10.00 30.0' Lt.
Printed: 10/27/14
Page 2 of 2
Drilling Firm: Terracon/ICA/KYTCFor: Division of Structural Design Geotechnical Branch
Project Type: Structure Addendum State Bridge
Project Manager: Darrin Beckett
Project ID: SA-014-2010
Item Number: 01-0180.60
Trigg - US-68
Lake Barkley
4.0-5.5
9.0-11.0
14.0-16.0
19.0-20.5
24.0-25.5
29.0-30.5
34.0-35.5
39.0-40.5
44.0-46.0
49.0-50.5
7-4-7
8-7-6
17-19-6
9-7-3
6-7-14
7-7-5
3-5-5
Overburden: Soil descriptions are provided in theDriller's Log and soil test data are provided on the
Subsurface Data Sheets.
SS-1
ST-1
ST-2
SS-2
SS-3
SS-4
SS-5
SS-6
ST-3
SS-7
1.2
2.0
2.0
0.3
0.8
0.9
1.2
1.5
1.9
1.5
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)
Geologist Mike Gragg
Hole Type core and sample
Rec(%)
Rec.(ft)
SampleNo.
Run(ft)
Description
Overburden
Rock CoreSDI(JS)
Remarks
Rig_Number 365794
Hole Number 4005
Surface Elevation 360.5'
Total Depth 79.6'
End Date 08/03/2011
Latitude(83) 36.802457
Longitude(83) -87.984920
Start Date 08/01/2011
Driller Woodard, Fred - ICA
GEOLOGIST'S SUBSURFACE LOG
GQ-279Canton
Static Water Depth NA
Warsaw LimestoneWarsaw Limestone
Immediate Water Depth NA
Location 3140+51.00 76.0' Lt.
Base Weathered Rock = 78.3'Elevation = 282.2'
Top of Rock = 78.3'Elevation = 282.2'
Printed: 10/28/14
Page 1 of 2
Drilling Firm: Terracon/ICA/KYTCFor: Division of Structural Design Geotechnical Branch
Project Type: Structure Addendum State Bridge
Project Manager: Darrin Beckett
Project ID: SA-014-2010
Item Number: 01-0180.60
Trigg - US-68
Lake Barkley
SPT
ST
ST
SPT
SPT
SPT
SPT
SPT
ST
SPT
79.6
54.0-55.5
59.0-60.5
64.0-65.5
69.0-70.5
74.0-75.5
78.0-78.31.3
4-4-5
16-8-18
3-12-13
1-5-6
10-4-6
50/0.30'77
3 0° fracs.w/clay infill &
sev.weatheredsurfaces;vert. frac.surfaces
evident @78.3-79.6
282.2
280.9
78.3
79.6
Overburden: Soil descriptions are provided in theDriller's Log and soil test data are provided on the
Subsurface Data Sheets.
Limestone: Gray, brown, sli. weathering w/sev.weathering on frac. walls, med. grain w/some cse.
grain, sparry cement, scattered fossiliferous.
(Begin Core)
SS-8
SS-9
SS-10
SS-11
SS-12
SS-13 - / 0
(Bottom of Hole 79.6')
1.5
1.1
1.5
1.5
1.5
0.31.0
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)
Geologist Mike Gragg
Hole Type core and sample
Rec(%)
Rec.(ft)
SampleNo.
Run(ft)
Description
Overburden
Rock CoreSDI(JS)
Remarks
Rig_Number 365794
Hole Number 4005
Surface Elevation 360.5'
Total Depth 79.6'
End Date 08/03/2011
Latitude(83) 36.802457
Longitude(83) -87.984920
Start Date 08/01/2011
Driller Woodard, Fred - ICA
GEOLOGIST'S SUBSURFACE LOG
GQ-279Canton
Static Water Depth NA
Warsaw LimestoneWarsaw Limestone
Immediate Water Depth NA
Location 3140+51.00 76.0' Lt.
Base Weathered Rock = 78.3'Elevation = 282.2'
Top of Rock = 78.3'Elevation = 282.2'
Printed: 10/28/14
Page 2 of 2
Drilling Firm: Terracon/ICA/KYTCFor: Division of Structural Design Geotechnical Branch
Project Type: Structure Addendum State Bridge
Project Manager: Darrin Beckett
Project ID: SA-014-2010
Item Number: 01-0180.60
Trigg - US-68
Lake Barkley
SPT
SPT
SPT
SPT
SPT
SPT
Overburden: This interval was sampled in nearbyborings C4006, B4013, and B4010, but not in this
boring. Therefore, soil descriptions were not obtained.Soil descriptions are provided in the Driller's Logs andsoil test data are provided on Subsurface Data Sheets.
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)
Geologist Deron Buchanan
Hole Type core
Rec(%)
Rec.(ft)
SampleNo.
Run(ft)
Description
Overburden
Rock CoreSDI(JS)
Remarks
Rig_Number HCN 7253
Hole Number 4012
Surface Elevation 366.5'
Total Depth 137.7'
End Date 12/03/2011
Latitude(83) 36.801558
Longitude(83) -87.982633
Start Date 12/03/2011
Driller Johnson - HCN
GEOLOGIST'S SUBSURFACE LOG
GQ-279Canton
Static Water Depth NA
Immediate Water Depth NA
Location 3147+86.16 22.4' Rt.
Top of Rock = 96.5'Elevation = 270.0'
Printed: 10/28/14
Page 1 of 3
Drilling Firm: Terracon/ICA/KYTCFor: Division of Structural Design Geotechnical Branch
Project Type: Structure Addendum State Bridge
Project Manager: Darrin Beckett
Project ID: SA-014-2010
Item Number: 01-0180.60
Trigg - US-68
Lake Barkley
99.7
3.2 91
29 weakbedding
planefractures
270.0 96.5
Overburden: This interval was sampled in nearbyborings C4006, B4013, and B4010, but not in this
boring. Therefore, soil descriptions were not obtained.Soil descriptions are provided in the Driller's Logs andsoil test data are provided on Subsurface Data Sheets.
Limestone: gray, fresh, hard, horizontally bedded,med grain, mod. close to widely scattered fractures at
weak bedding planes, core loss at 97.3-97.6' &128-128.6' with possible sand infill.
(Begin Core)
66 /66 2.9
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)
Geologist Deron Buchanan
Hole Type core
Rec(%)
Rec.(ft)
SampleNo.
Run(ft)
Description
Overburden
Rock CoreSDI(JS)
Remarks
Rig_Number HCN 7253
Hole Number 4012
Surface Elevation 366.5'
Total Depth 137.7'
End Date 12/03/2011
Latitude(83) 36.801558
Longitude(83) -87.982633
Start Date 12/03/2011
Driller Johnson - HCN
GEOLOGIST'S SUBSURFACE LOG
GQ-279Canton
Static Water Depth NA
Immediate Water Depth NA
Location 3147+86.16 22.4' Rt.
Top of Rock = 96.5'Elevation = 270.0'
Printed: 10/28/14
Page 2 of 3
Drilling Firm: Terracon/ICA/KYTCFor: Division of Structural Design Geotechnical Branch
Project Type: Structure Addendum State Bridge
Project Manager: Darrin Beckett
Project ID: SA-014-2010
Item Number: 01-0180.60
Trigg - US-68
Lake Barkley
104.7
109.7
114.7
119.7
124.7
129.7
134.7
137.7
5.0
5.0
5.0
5.0
5.0
5.0
5.0
5.0
3.0
100
100
100
100
100
100
88
100
100
(0°-5°) w/rough hard
walls @96.5-137.7
noted loss ofcore @
97.3-97.6
healed vertfracture
(1.0mm) @107.4-107.5
healed vertfracture
(1.0mm) @111.5-117.5healed vert
fracture(1.0mm) @112.6-112.7
228.8 137.7
Limestone: gray, fresh, hard, horizontally bedded,med grain, mod. close to widely scattered fractures at
weak bedding planes, core loss at 97.3-97.6' &128-128.6' with possible sand infill.
100 /100
100 /100
100 /100
100 /100
100 /100
68 /68
96 /96
93 /93
(Bottom of Hole 137.7')
5.0
5.0
5.0
5.0
5.0
5.0
4.4
5.0
3.0
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)
Geologist Deron Buchanan
Hole Type core
Rec(%)
Rec.(ft)
SampleNo.
Run(ft)
Description
Overburden
Rock CoreSDI(JS)
Remarks
Rig_Number HCN 7253
Hole Number 4012
Surface Elevation 366.5'
Total Depth 137.7'
End Date 12/03/2011
Latitude(83) 36.801558
Longitude(83) -87.982633
Start Date 12/03/2011
Driller Johnson - HCN
GEOLOGIST'S SUBSURFACE LOG
GQ-279Canton
Static Water Depth NA
Immediate Water Depth NA
Location 3147+86.16 22.4' Rt.
Top of Rock = 96.5'Elevation = 270.0'
Printed: 10/28/14
Page 3 of 3
Drilling Firm: Terracon/ICA/KYTCFor: Division of Structural Design Geotechnical Branch
Project Type: Structure Addendum State Bridge
Project Manager: Darrin Beckett
Project ID: SA-014-2010
Item Number: 01-0180.60
Trigg - US-68
Lake Barkley
Buchanan, Deron
N/A
Buchanan, Deron
N/A N/A
Buchanan, Deron
N/A
4.2-5.7
9.2-10.7
14.2-15.7
19.2-20.7
24.2-26.2
29.2-31.2
34.2-36.2
39.2-41.2
44.2-46.2
49.2-51.2
5-3-3
8-4-9
5-7-5
1-2-3
Overburden: Soil descriptions are provided in theDriller's Log and soil test data are provided on the
Subsurface Data Sheets.
SS-1
SS-2
SS-3
SS-4
ST-1
ST-2
ST-3
ST-4
ST-5
ST-6
0.2
0.5
0.4
1.5
1.0
1.1
1.3
2.0
2.0
2.0
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)
Geologist Mike Gragg
Hole Type core and sample
Rec(%)
Rec.(ft)
SampleNo.
Run(ft)
Description
Overburden
Rock CoreSDI(JS)
Remarks
Rig_Number 365794
Hole Number 4013
Surface Elevation 371.7'
Total Depth 148.6'
End Date 09/08/2011
Latitude(83) 36.801515
Longitude(83) -87.982618
Start Date 09/06/2011
Driller Woodard, Fred - ICA
GEOLOGIST'S SUBSURFACE LOG
GQ-279Canton
Static Water Depth NA
Warsaw LimestoneWarsaw Limestone
Immediate Water Depth NA
Location 3147+95.00 52.0' Rt.
Base Weathered Rock = 108.4'Elevation = 263.3'
Top of Rock = 108.4'Elevation = 263.3'
Printed: 10/28/14
Page 1 of 4
Drilling Firm: Terracon/ICA/KYTCFor: Division of Structural Design Geotechnical Branch
Project Type: Structure Addendum State Bridge
Project Manager: Darrin Beckett
Project ID: SA-014-2010
Item Number: 01-0180.60
Trigg - US-68
Lake Barkley
SPT
SPT
SPT
SPT
ST
ST
ST
ST
ST
ST
49.2-51.2
54.2-55.7
59.2-60.7
64.2-65.7
69.2-70.7
74.2-75.7
79.2-80.7
84.2-85.7
89.2-90.7
94.2-95.7
99.2-100.7
2-1-2
9-12-18
14-5-7
3-5-21
14-15-11
1-1-1
1-1-1
4-5-6
3-5-8
7-5-12
Overburden: Soil descriptions are provided in theDriller's Log and soil test data are provided on the
Subsurface Data Sheets.
ST-6
SS-5
SS-6
SS-7
SS-8
SS-9
SS-10
SS-11
SS-12
SS-13
SS-14
2.0
0.9
1.1
0.8
0.9
0.7
0.5
0.4
0.9
0.8
0.4
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)
Geologist Mike Gragg
Hole Type core and sample
Rec(%)
Rec.(ft)
SampleNo.
Run(ft)
Description
Overburden
Rock CoreSDI(JS)
Remarks
Rig_Number 365794
Hole Number 4013
Surface Elevation 371.7'
Total Depth 148.6'
End Date 09/08/2011
Latitude(83) 36.801515
Longitude(83) -87.982618
Start Date 09/06/2011
Driller Woodard, Fred - ICA
GEOLOGIST'S SUBSURFACE LOG
GQ-279Canton
Static Water Depth NA
Warsaw LimestoneWarsaw Limestone
Immediate Water Depth NA
Location 3147+95.00 52.0' Rt.
Base Weathered Rock = 108.4'Elevation = 263.3'
Top of Rock = 108.4'Elevation = 263.3'
Printed: 10/28/14
Page 2 of 4
Drilling Firm: Terracon/ICA/KYTCFor: Division of Structural Design Geotechnical Branch
Project Type: Structure Addendum State Bridge
Project Manager: Darrin Beckett
Project ID: SA-014-2010
Item Number: 01-0180.60
Trigg - US-68
Lake Barkley
ST
SPT
SPT
SPT
SPT
SPT
SPT
SPT
SPT
SPT
SPT
110.2
115.2
120.2
125.2
130.2
135.2
140.2
145.2
148.6
104.2-105.7
1.8
5.0
5.0
5.0
5.0
5.0
5.0
5.0
3.4
4-3-4
100
94
100
18
0
84
100
100
47
15 ° fracs.w/sli. to mod.weathering; 3
90° fracs.w/pp vugs &calcite infill
@108.4-117.1Cavity @
114.8-115.17 ° fracs.
w/sli.weathered
walls; 330°-60° fracs.
w/stain &some sev.
weathering @117.1-121.2Void w/chert
frags. &traces soil @121.2-131.2
2 0° fracs.w/hard walls;
6 0° fracs.w/hard walls
@131.2-139.8
Mechanicalbreak @
139.8-140.27 0°-10°
fracs. w/hardwalls-someon stylolites
@140.2-144.4Core slip @144.4-145.2Core loss,
263.3
254.6
250.5
240.5
237.9
232.9
223.1
108.4
117.1
121.2
131.2
133.8
138.8
148.6
Overburden: Soil descriptions are provided in theDriller's Log and soil test data are provided on the
Subsurface Data Sheets.
Limestone: Light brown, gray, sli. weathering, med. tocse. grain fossil frags., ooliths & chert frags. in
microcrystalline cement, stylolites, high angle fracs.w/pp vugs.
Limestone: Gray, brown tint, fresh, microcrystalline tof. grain, argillaceous, dk. gray to dk. brown chertnodules, stylolites, sev. weathering at top of void.
VOID: Frags. of chert, some rounded & iron stained &some vugular, sev. weathered.
Limestone: Gray, brown tint, fresh, mod. weathered atbottom of void, microcrystalline to f. grain, argillaceous,
dk. gray to dk. brown chert nodules, stylolites,petroliferous odor on fresh break.
Limestone: Light brown, gray, sli. weathering to fresh,f. to cse. grain fossil frags., ooliths & chert frags. in
microcrystalline cement, stylolites.
Limestone: Gray, fresh, microcrystalline tomegacrystalline, sli. argillaceous, dk. gray chert
nodules, stylolites, trace beds med. to cse. grain frags.of fossils & chert, petroliferous odor on fresh break.
ABC is 12 tsf @ 108.4' (263.3')
(Begin Core)
SS-15
94 /100
72 /86
94 /98
0 / 8
0 / 0
74 /76
96 /100
78 /96
0 / 47
1.5
1.8
4.7
5.0
0.9
0.0
4.2
5.0
5.0
1.6
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)
Geologist Mike Gragg
Hole Type core and sample
Rec(%)
Rec.(ft)
SampleNo.
Run(ft)
Description
Overburden
Rock CoreSDI(JS)
Remarks
Rig_Number 365794
Hole Number 4013
Surface Elevation 371.7'
Total Depth 148.6'
End Date 09/08/2011
Latitude(83) 36.801515
Longitude(83) -87.982618
Start Date 09/06/2011
Driller Woodard, Fred - ICA
GEOLOGIST'S SUBSURFACE LOG
GQ-279Canton
Static Water Depth NA
Warsaw LimestoneWarsaw Limestone
Immediate Water Depth NA
Location 3147+95.00 52.0' Rt.
Base Weathered Rock = 108.4'Elevation = 263.3'
Top of Rock = 108.4'Elevation = 263.3'
Printed: 10/28/14
Page 3 of 4
Drilling Firm: Terracon/ICA/KYTCFor: Division of Structural Design Geotechnical Branch
Project Type: Structure Addendum State Bridge
Project Manager: Darrin Beckett
Project ID: SA-014-2010
Item Number: 01-0180.60
Trigg - US-68
Lake Barkley
SPT
interpretedas left in
borehole @146.8-148.6
(Bottom of Hole 148.6')
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)
Geologist Mike Gragg
Hole Type core and sample
Rec(%)
Rec.(ft)
SampleNo.
Run(ft)
Description
Overburden
Rock CoreSDI(JS)
Remarks
Rig_Number 365794
Hole Number 4013
Surface Elevation 371.7'
Total Depth 148.6'
End Date 09/08/2011
Latitude(83) 36.801515
Longitude(83) -87.982618
Start Date 09/06/2011
Driller Woodard, Fred - ICA
GEOLOGIST'S SUBSURFACE LOG
GQ-279Canton
Static Water Depth NA
Warsaw LimestoneWarsaw Limestone
Immediate Water Depth NA
Location 3147+95.00 52.0' Rt.
Base Weathered Rock = 108.4'Elevation = 263.3'
Top of Rock = 108.4'Elevation = 263.3'
Printed: 10/28/14
Page 4 of 4
Drilling Firm: Terracon/ICA/KYTCFor: Division of Structural Design Geotechnical Branch
Project Type: Structure Addendum State Bridge
Project Manager: Darrin Beckett
Project ID: SA-014-2010
Item Number: 01-0180.60
Trigg - US-68
Lake Barkley
32.3-33.8
44.5-46.0
2-3-8
8-9-8
Overburden: Soil descriptions are provided in theDriller's Log and soil test data are provided on the
Subsurface Data Sheets.
1
2
1.0
0.9
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)
Geologist Nancy Dendramis
Hole Type core and sample
Rec(%)
Rec.(ft)
SampleNo.
Run(ft)
Description
Overburden
Rock CoreSDI(JS)
Remarks
Rig_Number HCN 7253
Hole Number 4015
Surface Elevation 327.4'
Total Depth 132.2'
End Date 08/04/2011
Latitude(83) 36.800008
Longitude(83) -87.976806
Start Date 08/01/2011
Driller Mathis - HCN
GEOLOGIST'S SUBSURFACE LOG
GQ-279Canton
Static Water Depth NA
Immediate Water Depth -30.4 (08/01/11)
Location 3165+83.21 42.6' Rt.
Top of Rock = 69.9'Elevation = 257.5'
Printed: 10/28/14
Page 1 of 3
Drilling Firm: Terracon/ICA/KYTCFor: Division of Structural Design Geotechnical Branch
Project Type: Structure Addendum State Bridge
Project Manager: Darrin Beckett
Project ID: SA-014-2010
Item Number: 01-0180.60
Trigg - US-68
Lake Barkley
SPT
SPT
72.2
77.2
82.2
87.2
92.2
97.2
49.5-51.049.5-51.0
54.5-56.0
59.5-61.0
2.3
5.0
5.0
5.0
5.0
5.0
5.0
19-14-1619-14-16
5-5-9
29-24-24
91
100
96
100
100
100
100
13 fracturesw/ hard walls0°-5° deg dip
@ 70-84dissolutionzone with
core loss upto 0.2 ft @
72-72.2slipped core,
gradingfine-grained@ 77-77.2
lost chertynodule @82-82.2
cherty nodule@ 82.2-82.3
cherty nodule@ 83-83.19 fractures
w/hard walls0°-5° @ 85-97
high anglefracture (70°)
healed,calcite infill@ 92.2-93.3
11 fracturesw/hard walls
0°-5° @97-112
257.5
250.4
69.9
77.0
Overburden: Soil descriptions are provided in theDriller's Log and soil test data are provided on the
Subsurface Data Sheets.
Limestone: light gray and brown, horizontally bedded,(0° to 5° dip), fresh, fine to medium grained, widelyscattered stylolitic and dolomitic shale partings up to1/8" thick, fossiliferous with chert grains, (Warsaw
Formation).
Limestone: gray and brown, horizontally bedded, (0°to 5° dip), fresh, fine grained, scattered gray chert
nodules up to 7" in diameter, widely scattered dolomiticshale partings up to 1/8" thick, scattered stylolitic.
(Begin Core)
33
4
5
65 /65
100 /100
92 /92
100 /100
100 /100
100 /100
90 /90
0.90.9
0.8
1.1
2.1
5.0
4.8
5.0
5.0
5.0
5.0
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)
Geologist Nancy Dendramis
Hole Type core and sample
Rec(%)
Rec.(ft)
SampleNo.
Run(ft)
Description
Overburden
Rock CoreSDI(JS)
Remarks
Rig_Number HCN 7253
Hole Number 4015
Surface Elevation 327.4'
Total Depth 132.2'
End Date 08/04/2011
Latitude(83) 36.800008
Longitude(83) -87.976806
Start Date 08/01/2011
Driller Mathis - HCN
GEOLOGIST'S SUBSURFACE LOG
GQ-279Canton
Static Water Depth NA
Immediate Water Depth -30.4 (08/01/11)
Location 3165+83.21 42.6' Rt.
Top of Rock = 69.9'Elevation = 257.5'
Printed: 10/28/14
Page 2 of 3
Drilling Firm: Terracon/ICA/KYTCFor: Division of Structural Design Geotechnical Branch
Project Type: Structure Addendum State Bridge
Project Manager: Darrin Beckett
Project ID: SA-014-2010
Item Number: 01-0180.60
Trigg - US-68
Lake Barkley
SPTSPT
SPT
SPT
102.2
107.2
112.2
117.2
122.2
127.2
132.2
5.0
5.0
5.0
5.0
5.0
5.0
5.0
100
100
100
100
100
100
96
verticlefracture,healed,
calcite infill@ 102-103high angle
fracture(65°-70°) @106.6-107.1
assumed 0.2core loss leftin hole @ 127
195.2 132.2
Limestone: gray and brown, horizontally bedded, (0°to 5° dip), fresh, fine grained, scattered gray chert
nodules up to 7" in diameter, widely scattered dolomiticshale partings up to 1/8" thick, scattered stylolitic.
90 /90
90 /90
100 /100
100 /100
100 /100
100 /100
88 /88
(Bottom of Hole 132.2')
5.0
5.0
5.0
5.0
5.0
5.0
4.8
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)
Geologist Nancy Dendramis
Hole Type core and sample
Rec(%)
Rec.(ft)
SampleNo.
Run(ft)
Description
Overburden
Rock CoreSDI(JS)
Remarks
Rig_Number HCN 7253
Hole Number 4015
Surface Elevation 327.4'
Total Depth 132.2'
End Date 08/04/2011
Latitude(83) 36.800008
Longitude(83) -87.976806
Start Date 08/01/2011
Driller Mathis - HCN
GEOLOGIST'S SUBSURFACE LOG
GQ-279Canton
Static Water Depth NA
Immediate Water Depth -30.4 (08/01/11)
Location 3165+83.21 42.6' Rt.
Top of Rock = 69.9'Elevation = 257.5'
Printed: 10/28/14
Page 3 of 3
Drilling Firm: Terracon/ICA/KYTCFor: Division of Structural Design Geotechnical Branch
Project Type: Structure Addendum State Bridge
Project Manager: Darrin Beckett
Project ID: SA-014-2010
Item Number: 01-0180.60
Trigg - US-68
Lake Barkley
4.1-5.6
9.1-11.1
14.1-15.6
19.1-21.1
21.1-22.6
24.1-25.6
29.0-29.129.1-30.6
34.1-35.6
39.1-40.6
44.1-45.6
49.1-50.6
0-0-0
0-0-0
0-0-0
5-5-9
6-10-12
4-10-49
12-9-12
4-1-8
49-22-20
Overburden: Soil descriptions are provided in theDriller's Log and soil test data are provided on the
subsurface Data Sheets.
1
2
3
4
5
6
78
9
10
11
12
0.6
1.8
0.2
0.0
1.3
0.7
0.00.9
1.3
0.9
0.6
1.1
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)
Geologist Deron Buchanan
Hole Type core and sample
Rec(%)
Rec.(ft)
SampleNo.
Run(ft)
Description
Overburden
Rock CoreSDI(JS)
Remarks
Rig_Number HCN 7253
Hole Number 4014
Surface Elevation 327.2'
Total Depth 132.7'
End Date 08/20/2011
Latitude(83) 36.800219
Longitude(83) -87.976707
Start Date 08/20/2011
Driller Mathis - HCN
GEOLOGIST'S SUBSURFACE LOG
GQ-279Canton
Static Water Depth NA
Immediate Water Depth -29.5 (08/20/11)
Location 3165+87.47 39.6' Lt.
Top of Rock = 69.9'Elevation = 257.3'
Printed: 10/28/14
Page 1 of 3
Drilling Firm: Terracon/ICA/KYTCFor: Division of Structural Design Geotechnical Branch
Project Type: Structure Addendum State Bridge
Project Manager: Darrin Beckett
Project ID: SA-014-2010
Item Number: 01-0180.60
Trigg - US-68
Lake Barkley
SPT
ST
SPT
ST
SPT
SPT
STSPT
SPT
SPT
SPT
SPT
72.7
77.7
82.7
87.7
92.7
97.7
54.1-55.6
59.1-60.6
64.1-65.6
69.1-69.9
2.8
5.0
5.0
5.0
5.0
5.0
5.0
14-14-9
12-13-12
1-5-12
8-50/0.30'
100
98
100
100
98
98
96
frctrs withrough hard
walls: 8(0-10°); 1
(40°), 1 (25°)@ 69.9-79.9healed fract(80°) multplvein, calcitefilled, pinptvugs, petro
stains @71.4-75.5
frctrs withrough, hard
walls:55(0°-15°
some withdolomitic
shale infill, 1(30°
stylolitic), 1(60°) @
79.9-132.7healed vert
frctr,multi-veined,calcite filled,
somepin-point
vugs,scallered
petroliferous,0.5mm @87.1-89.8
257.3
247.3
69.9
79.9
Overburden: Soil descriptions are provided in theDriller's Log and soil test data are provided on the
subsurface Data Sheets.
Limestone: lt gray w/ brown and blue-gray grains,fresh with slight to moderate weathering along
fractures, predominately medium grained with scatteredcoarse and fine grains composed of calcite, dolomite,
chert, fossil fragments and other rock fragments,[scattered chert nodules, widely scattered stylolitic with
dolomite silty shale filling].
Limestone: medium gray, predominately fresh, finegrained w/ trace to scattered med and coarse grain,argillaceous, scattered stylolites with dolomitic silty
shale, dark gray chert nodules (to 0.8'), beds gray, fineto med grain, fresh, [thin intervals (<.05') porous
slightly weathered chert; trace dolomitic silty shalelaminae (2-3mm)].
(Begin Core)
13
14
15
16
100 /100
98 /98
100 /100
100 /100
98 /98
98 /98
96 /96
0.7
0.5
0.9
0.0
2.8
4.9
5.0
5.0
4.9
4.9
4.8
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)
Geologist Deron Buchanan
Hole Type core and sample
Rec(%)
Rec.(ft)
SampleNo.
Run(ft)
Description
Overburden
Rock CoreSDI(JS)
Remarks
Rig_Number HCN 7253
Hole Number 4014
Surface Elevation 327.2'
Total Depth 132.7'
End Date 08/20/2011
Latitude(83) 36.800219
Longitude(83) -87.976707
Start Date 08/20/2011
Driller Mathis - HCN
GEOLOGIST'S SUBSURFACE LOG
GQ-279Canton
Static Water Depth NA
Immediate Water Depth -29.5 (08/20/11)
Location 3165+87.47 39.6' Lt.
Top of Rock = 69.9'Elevation = 257.3'
Printed: 10/28/14
Page 2 of 3
Drilling Firm: Terracon/ICA/KYTCFor: Division of Structural Design Geotechnical Branch
Project Type: Structure Addendum State Bridge
Project Manager: Darrin Beckett
Project ID: SA-014-2010
Item Number: 01-0180.60
Trigg - US-68
Lake Barkley
SPT
SPT
SPT
SPT
102.7
105.7
112.7
117.7
122.7
127.7
132.7
5.0
3.0
7.0
5.0
5.0
5.0
5.0
96
100
71
98
98
88
96
multi-veinedvert frctr,
calcite filled,0.5-1.0mm @
97-98.3healed vert
frctr in chert,calcite filled,
0.3mm @98.6-99.3
healedmulti-veinedvert frctrs,
calcite filled,0.5-1.0 mm,
tracepinpoint vugs
@110.6-112.7healed vertfrctr, calcite
filled,0.5-1.0mm,
tracepetroliferous
@118.3-118.9healed vertfrctr, calcite
filled, 0.5 mm@
123.8-124.4healed vert
frctr in chert,calcite filled,
0.3 mm @127.7-128core loss
interpretedas remainingin borehole
@132.5-132.7
194.5 132.7
Limestone: medium gray, predominately fresh, finegrained w/ trace to scattered med and coarse grain,argillaceous, scattered stylolites with dolomitic silty
shale, dark gray chert nodules (to 0.8'), beds gray, fineto med grain, fresh, [thin intervals (<.05') porous
slightly weathered chert; trace dolomitic silty shalelaminae (2-3mm)].
96 /96
100 /100
71 /71
98 /98
98 /98
88 /88
96 /96
(Bottom of Hole 132.7')
4.8
3.0
5.0
4.9
4.9
4.4
4.8
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)
Geologist Deron Buchanan
Hole Type core and sample
Rec(%)
Rec.(ft)
SampleNo.
Run(ft)
Description
Overburden
Rock CoreSDI(JS)
Remarks
Rig_Number HCN 7253
Hole Number 4014
Surface Elevation 327.2'
Total Depth 132.7'
End Date 08/20/2011
Latitude(83) 36.800219
Longitude(83) -87.976707
Start Date 08/20/2011
Driller Mathis - HCN
GEOLOGIST'S SUBSURFACE LOG
GQ-279Canton
Static Water Depth NA
Immediate Water Depth -29.5 (08/20/11)
Location 3165+87.47 39.6' Lt.
Top of Rock = 69.9'Elevation = 257.3'
Printed: 10/28/14
Page 3 of 3
Drilling Firm: Terracon/ICA/KYTCFor: Division of Structural Design Geotechnical Branch
Project Type: Structure Addendum State Bridge
Project Manager: Darrin Beckett
Project ID: SA-014-2010
Item Number: 01-0180.60
Trigg - US-68
Lake Barkley
8.9-10.4
18.9-20.4
28.9-30.4
38.9-40.4
48.9-50.4
0-0-0
28-49-8
6-10-12
9-12-17
4-12-17
Overburden: Soil descriptions are provided in theDriller's Log and soil test data are provided on the
Subsurface Data Sheets..
1
2
3
4
5
1.5
0.5
0.8
0.9
1.3
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)
Geologist Deron Buchanan
Hole Type core and sample
Rec(%)
Rec.(ft)
SampleNo.
Run(ft)
Description
Overburden
Rock CoreSDI(JS)
Remarks
Rig_Number HCN 7253
Hole Number 4016
Surface Elevation 324.1'
Total Depth 129.7'
End Date 08/20/2011
Latitude(83) 36.800202
Longitude(83) -87.976612
Start Date 08/18/2011
Driller Mathis - HCN
GEOLOGIST'S SUBSURFACE LOG
GQ-279Canton
Static Water Depth NA
Immediate Water Depth -7.3 (08/18/11)
Location 3166+15.75 41.9' Lt.
Top of Rock = 67.5'Elevation = 256.6'
Printed: 10/28/14
Page 1 of 3
Drilling Firm: Terracon/ICA/KYTCFor: Division of Structural Design Geotechnical Branch
Project Type: Structure Addendum State Bridge
Project Manager: Darrin Beckett
Project ID: SA-014-2010
Item Number: 01-0180.60
Trigg - US-68
Lake Barkley
SPT
SPT
SPT
SPT
SPT
69.7
74.7
79.7
84.7
89.7
94.7
99.7
58.9-60.4
2.2
5.0
5.0
5.0
5.0
5.0
5.0
28-24-39
100
100
100
100
100
100
100
fractureswith roughhard walls:31 (0°-10°some withdolomitic
shale walls,some exhibitinfilling on
fractureedges); 1 (20°along shalelamination)@ 75.9-97.1
multiple 70°±fractures in
chert, healed@ 77.5-78.2
multi-veined,calcite infill
(0.5 mm),petroliferousw/ pinpoint
vugs @81.7-82.1
multi-veinedcalcite infill,petroliferous
256.6
248.5
227.0
67.5
75.6
97.1
Overburden: Soil descriptions are provided in theDriller's Log and soil test data are provided on the
Subsurface Data Sheets..
Limestone: lt. gray w/ brown grains, fresh, predom.med grains and scattered coarse grains; grains
composed of calcite, fossil fragments and other rockfragmts; micritic cement, scattered stylolitic w/ dolomiteshale filling, cherty siliceous beds, [fractures with rough
hard walls: 5 (5°-15°), 2 (85° w/ vugs and petroleumstains)].
Limestone: medium gray with brown tint, fresh, finegrain w/ scattered med grain and trace coarse grain,
argillaceous, dark gray chert nodules common, styloliticwith dolomitic shale @ thin intervals (0.1'); porous,slightly weathered chert, [thin irregular ribbons of
dolomitic shale, siliceous beds].
(Begin Core)
6
91 /91
100 /100
88 /88
90 /90
86 /86
90 /90
94 /94
1.4
2.2
5.0
5.0
5.0
5.0
5.0
5.0
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)
Geologist Deron Buchanan
Hole Type core and sample
Rec(%)
Rec.(ft)
SampleNo.
Run(ft)
Description
Overburden
Rock CoreSDI(JS)
Remarks
Rig_Number HCN 7253
Hole Number 4016
Surface Elevation 324.1'
Total Depth 129.7'
End Date 08/20/2011
Latitude(83) 36.800202
Longitude(83) -87.976612
Start Date 08/18/2011
Driller Mathis - HCN
GEOLOGIST'S SUBSURFACE LOG
GQ-279Canton
Static Water Depth NA
Immediate Water Depth -7.3 (08/18/11)
Location 3166+15.75 41.9' Lt.
Top of Rock = 67.5'Elevation = 256.6'
Printed: 10/28/14
Page 2 of 3
Drilling Firm: Terracon/ICA/KYTCFor: Division of Structural Design Geotechnical Branch
Project Type: Structure Addendum State Bridge
Project Manager: Darrin Beckett
Project ID: SA-014-2010
Item Number: 01-0180.60
Trigg - US-68
Lake Barkley
SPT
104.7
109.7
114.7
119.7
124.7
129.7
5.0
5.0
5.0
5.0
5.0
5.0
5.0
100
100
100
100
100
100
96
@ 85-88fractures w/rough hard
walls:25(0°-15°,some withdolomitic
shale walls)@ 97.1-129.7Calcite filledhealed vertfractures(0.5mm):
101-101.9,105-105.3,105.7-106,
112.1-112.4,115.8-116.8,
19-119.3,127-128
(0.5-1.0 mm)@ 101
calcite filledvug (10 mm
dia.) @ 120.9
core lossinterpretedas left inhole. @
129.5-129.7
194.4 129.7
Limestone: interbedded medium to dark gray, finegrained, argillaceous with scattered coarse grain andlight gray with brown grains of calcite, dolomite, fossil
fragmnts and pellets, fresh, scattered stylolitic wdolomitic shale infill, [chert nodules grading from white
to dark gray, occasional to rare dolomitic shalelaminae].
100 /100
100 /100
92 /92
100 /100
98 /98
94 /94
(Bottom of Hole 129.7')
5.0
5.0
5.0
5.0
5.0
5.0
4.8
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)
Geologist Deron Buchanan
Hole Type core and sample
Rec(%)
Rec.(ft)
SampleNo.
Run(ft)
Description
Overburden
Rock CoreSDI(JS)
Remarks
Rig_Number HCN 7253
Hole Number 4016
Surface Elevation 324.1'
Total Depth 129.7'
End Date 08/20/2011
Latitude(83) 36.800202
Longitude(83) -87.976612
Start Date 08/18/2011
Driller Mathis - HCN
GEOLOGIST'S SUBSURFACE LOG
GQ-279Canton
Static Water Depth NA
Immediate Water Depth -7.3 (08/18/11)
Location 3166+15.75 41.9' Lt.
Top of Rock = 67.5'Elevation = 256.6'
Printed: 10/28/14
Page 3 of 3
Drilling Firm: Terracon/ICA/KYTCFor: Division of Structural Design Geotechnical Branch
Project Type: Structure Addendum State Bridge
Project Manager: Darrin Beckett
Project ID: SA-014-2010
Item Number: 01-0180.60
Trigg - US-68
Lake Barkley
6.6-8.1
10.0-12.0
15.0-16.5
20.0-21.5
25.0-26.5
30.0-31.5
35.0-36.5
40.0-41.5
45.0-46.5
0-0-0
0-1-0
2-1-3
5-8-10
4-8-10
7-8-14
5-7-19
2-4-9
Overburden: Soil descriptions are provided in theDriller's Log and soil test data are provided on the
subsurface data sheets..
1
2
3
4
5
6
7
8
9
1.5
2.0
0.6
0.8
0.8
0.8
1.5
1.2
1.1
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)
Geologist Nancy Dendramis
Hole Type core and sample
Rec(%)
Rec.(ft)
SampleNo.
Run(ft)
Description
Overburden
Rock CoreSDI(JS)
Remarks
Rig_Number HCN 7253
Hole Number 4017
Surface Elevation 322.5'
Total Depth 145.6'
End Date 08/09/2011
Latitude(83) 36.799981
Longitude(83) -87.976697
Start Date 08/06/2011
Driller Mathis - HCN
GEOLOGIST'S SUBSURFACE LOG
GQ-279Canton
Static Water Depth NA
Immediate Water Depth -35.2 (08/09/11)
Location 3166+16.62 42.2' Rt.
Top of Rock = 65.0'Elevation = 257.5'
Printed: 10/28/14
Page 1 of 3
Drilling Firm: Terracon/ICA/KYTCFor: Division of Structural Design Geotechnical Branch
Project Type: Structure Addendum State Bridge
Project Manager: Darrin Beckett
Project ID: SA-014-2010
Item Number: 01-0180.60
Trigg - US-68
Lake Barkley
SPT
ST
SPT
SPT
SPT
SPT
SPT
SPT
SPT
67.6
72.6
77.0
82.0
87.0
92.0
97.0
50.0-51.5
55.0-56.5
60.0-61.5
65.0-65.32.3
5.0
4.4
5.0
5.0
5.0
5.0
5.0
8-9-10
34-23-15
10-6-10
50/0.30'100
100
100
100
100
100
100
100
fracture 66.3'(30°); 10- 0°
frac w/slightly
weathered tohard walls @
65.3-75oozing
petroliferouspinpt vugs @
67.3-68.8filled vug @
73.7chert nodule
@ 73.913- 0° frac w/hard walls @
75-100filled vug @
79.9
257.2
247.5
65.3
75.0
Overburden: Soil descriptions are provided in theDriller's Log and soil test data are provided on the
subsurface data sheets..
Limestone: brown and light gray, horizontally bedded(0° to 5° dip), fresh, fine to medium grained, widelyscattered stylolitic, fossiliferous, trace chert grains,
widely scatt'd dolomitic shale partings 1/8" thick; chertnodules up to 2" thick.
Limestone: gray and brown, horizontally bedded (0° to5° dip), fresh, fine grained, scattered gray chert nodules
up to 7" in diameter, widely scattered dolomitic shalepartings up to 1/8" thick (Warsaw Formation).
(Begin Core)
10
11
12
13 100 /100
94 /94
100 /100
88 /88
94 /94
94 /94
84 /84
100 /100
0.7
0.6
1.0
0.02.3
5.0
4.4
5.0
5.0
5.0
5.0
5.0
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)
Geologist Nancy Dendramis
Hole Type core and sample
Rec(%)
Rec.(ft)
SampleNo.
Run(ft)
Description
Overburden
Rock CoreSDI(JS)
Remarks
Rig_Number HCN 7253
Hole Number 4017
Surface Elevation 322.5'
Total Depth 145.6'
End Date 08/09/2011
Latitude(83) 36.799981
Longitude(83) -87.976697
Start Date 08/06/2011
Driller Mathis - HCN
GEOLOGIST'S SUBSURFACE LOG
GQ-279Canton
Static Water Depth NA
Immediate Water Depth -35.2 (08/09/11)
Location 3166+16.62 42.2' Rt.
Top of Rock = 65.0'Elevation = 257.5'
Printed: 10/28/14
Page 2 of 3
Drilling Firm: Terracon/ICA/KYTCFor: Division of Structural Design Geotechnical Branch
Project Type: Structure Addendum State Bridge
Project Manager: Darrin Beckett
Project ID: SA-014-2010
Item Number: 01-0180.60
Trigg - US-68
Lake Barkley
SPT
SPT
SPT
SPT
102.0
107.0
112.0
117.0
122.0
127.0
132.0
137.0
142.0
145.6
5.0
5.0
5.0
5.0
5.0
5.0
5.0
5.0
5.0
3.6
100
100
96
100
100
100
100
100
100
100
69- 0° frac w/hard walls @100.5-145.6
healedfracture (70°)
@ 105.3
fracture zonewith coreloss @
110-110.2
high englehealedfracture
0.5-1.0 mm @116.7-117.6
healedfracture
propegatingthrough
chert, multvein @
123.9-126.2vug, calcitefilled (1") @
125.3
fracture with10° dip @
138.25pinpt vugs
bleedngpetroleum @140.7-141.6
176.9 145.6
Limestone: gray and brown, horizontally bedded (0° to5° dip), fresh, fine grained, scattered gray chert nodules
up to 7" in diameter, widely scattered dolomitic shalepartings up to 1/8" thick (Warsaw Formation).
100 /100
90 /90
90 /90
94 /94
80 /80
94 /94
90 /90
100 /100
96 /96
100 /100
(Bottom of Hole 145.6')
5.0
5.0
4.8
5.0
5.0
5.0
5.0
5.0
5.0
3.6
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)
Geologist Nancy Dendramis
Hole Type core and sample
Rec(%)
Rec.(ft)
SampleNo.
Run(ft)
Description
Overburden
Rock CoreSDI(JS)
Remarks
Rig_Number HCN 7253
Hole Number 4017
Surface Elevation 322.5'
Total Depth 145.6'
End Date 08/09/2011
Latitude(83) 36.799981
Longitude(83) -87.976697
Start Date 08/06/2011
Driller Mathis - HCN
GEOLOGIST'S SUBSURFACE LOG
GQ-279Canton
Static Water Depth NA
Immediate Water Depth -35.2 (08/09/11)
Location 3166+16.62 42.2' Rt.
Top of Rock = 65.0'Elevation = 257.5'
Printed: 10/28/14
Page 3 of 3
Drilling Firm: Terracon/ICA/KYTCFor: Division of Structural Design Geotechnical Branch
Project Type: Structure Addendum State Bridge
Project Manager: Darrin Beckett
Project ID: SA-014-2010
Item Number: 01-0180.60
Trigg - US-68
Lake Barkley
3.9-5.4
8.9-10.4
13.9-15.4
18.9-20.4
23.9-25.4
28.9-30.4
33.9-35.4
38.9-40.4
43.9-45.4
48.9-49.0
14-22-28
3-4-4
7-6-8
13-6-7
16-6-5
5-12-12
8-19-16
16-22-19
16-31-22
50/0.10'258.8 49.1
Overburden: Soil descriptions are provided in theDriller's Log and soil test data are provided on the
Subsurface Data Sheets..
(Begin Core)
1
2
3
4
5
6
7
8
9
10
1.2
0.8
0.7
0.6
0.8
0.9
1.0
0.9
1.0
0.0
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)
Geologist Nancy Dendramis
Hole Type core and sample
Rec(%)
Rec.(ft)
SampleNo.
Run(ft)
Description
Overburden
Rock CoreSDI(JS)
Remarks
Rig_Number HCN 7253
Hole Number 4018
Surface Elevation 307.9'
Total Depth 129.7'
End Date 08/12/2011
Latitude(83) 36.799755
Longitude(83) -87.974926
Start Date 08/09/2011
Driller Mathis - HCN
GEOLOGIST'S SUBSURFACE LOG
GQ-279Canton
Static Water Depth NA
Immediate Water Depth -49.5 (08/09/11)
Location 3171+35.46 36.8' Lt.
Top of Rock = 49.1'Elevation = 258.8'
Printed: 10/28/14
Page 1 of 3
Drilling Firm: Terracon/ICA/KYTCFor: Division of Structural Design Geotechnical Branch
Project Type: Structure Addendum State Bridge
Project Manager: Darrin Beckett
Project ID: SA-014-2010
Item Number: 01-0180.60
Trigg - US-68
Lake Barkley
SPT
SPT
SPT
SPT
SPT
SPT
SPT
SPT
SPT
SPT
52.7
57.7
62.7
67.7
72.7
77.7
82.7
87.7
92.7
97.7
3.6
5.0
5.0
5.0
5.0
5.0
5.0
5.0
5.0
5.0
5.0
100
100
100
100
100
100
100
100
100
100
100
high anglefracture (45°)
in chertnodule @
52.4increasingsiliceous
chertnodules,
black, verydark gray anddrk brown @
55.3
multi-veinedhigh angle
healedfractures(1-2mm)
petroliferous,calcareous @
76.7-80open (0.5mm) high
anglefracture @81.3-82.2
pinpoint (0.5mm) vugs,
trace calcite@ 84.9-85.7
pinptpetroliferous
vugs @91.9-93.2
pinpt vugs,calciferous
251.6 56.3
Limestone: medium gray, medium crystallne grained,horizontally bedded, hard, fresh,scattered stylolitic,
fossiliferous with trace chert grains and scattered chertnodules up to 6" in dia.; fractures are slightly
weathered, tight, partly filled to filled.
Limestone: grading black, dark gray and dark brown;argillaceous, fine crystalline grained, non fossiliferous.
94 /94
94 /94
86 /86
100 /100
92 /92
94 /94
88 /88
92 /92
88 /88
96 /96
94 /94
3.6
5.0
5.0
5.0
5.0
5.0
5.0
5.0
5.0
5.0
5.0
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)
Geologist Nancy Dendramis
Hole Type core and sample
Rec(%)
Rec.(ft)
SampleNo.
Run(ft)
Description
Overburden
Rock CoreSDI(JS)
Remarks
Rig_Number HCN 7253
Hole Number 4018
Surface Elevation 307.9'
Total Depth 129.7'
End Date 08/12/2011
Latitude(83) 36.799755
Longitude(83) -87.974926
Start Date 08/09/2011
Driller Mathis - HCN
GEOLOGIST'S SUBSURFACE LOG
GQ-279Canton
Static Water Depth NA
Immediate Water Depth -49.5 (08/09/11)
Location 3171+35.46 36.8' Lt.
Top of Rock = 49.1'Elevation = 258.8'
Printed: 10/28/14
Page 2 of 3
Drilling Firm: Terracon/ICA/KYTCFor: Division of Structural Design Geotechnical Branch
Project Type: Structure Addendum State Bridge
Project Manager: Darrin Beckett
Project ID: SA-014-2010
Item Number: 01-0180.60
Trigg - US-68
Lake Barkley
102.7
107.7
112.7
117.7
122.7
127.7
129.7
5.0
5.0
5.0
5.0
5.0
5.0
2.0
100
100
100
94
100
100
75
to open,multipleveins @
98.6-102.8fossiliferouschert @ 102.7
pinpt vugsand multi
veinfractures,
calciferousto open @103.2-104.2
178.2 129.7
Limestone: grading black, dark gray and dark brown;argillaceous, fine crystalline grained, non fossiliferous.
94 /94
100 /100
100 /100
94 /94
100 /100
100 /100
75 /75
(Bottom of Hole 129.7')
5.0
5.0
5.0
4.7
5.0
5.0
1.5
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)
Geologist Nancy Dendramis
Hole Type core and sample
Rec(%)
Rec.(ft)
SampleNo.
Run(ft)
Description
Overburden
Rock CoreSDI(JS)
Remarks
Rig_Number HCN 7253
Hole Number 4018
Surface Elevation 307.9'
Total Depth 129.7'
End Date 08/12/2011
Latitude(83) 36.799755
Longitude(83) -87.974926
Start Date 08/09/2011
Driller Mathis - HCN
GEOLOGIST'S SUBSURFACE LOG
GQ-279Canton
Static Water Depth NA
Immediate Water Depth -49.5 (08/09/11)
Location 3171+35.46 36.8' Lt.
Top of Rock = 49.1'Elevation = 258.8'
Printed: 10/28/14
Page 3 of 3
Drilling Firm: Terracon/ICA/KYTCFor: Division of Structural Design Geotechnical Branch
Project Type: Structure Addendum State Bridge
Project Manager: Darrin Beckett
Project ID: SA-014-2010
Item Number: 01-0180.60
Trigg - US-68
Lake Barkley
3.3-4.8
8.3-9.8
13.3-14.8
18.3-19.8
23.3-24.2
28.3-29.8
0-0-0
11-19-19
3-6-10
5-7-6
34-50/0.40'
22-23-25
Overburden: Soil descriptions are provided in theDriller's Log and soil test data are provided on the
Subsurface Data Sheets.
1
2
3
4
5
6
1.5
0.8
0.7
0.5
0.9
1.0
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)
Geologist Nancy Dendramis
Hole Type core and sample
Rec(%)
Rec.(ft)
SampleNo.
Run(ft)
Description
Overburden
Rock CoreSDI(JS)
Remarks
Rig_Number HCN 7253
Hole Number 4019
Surface Elevation 314.1'
Total Depth 136.5'
End Date 08/14/2011
Latitude(83) 36.799551
Longitude(83) -87.975002
Start Date 08/12/2011
Driller Mathis - HCN
GEOLOGIST'S SUBSURFACE LOG
GQ-279Canton
Static Water Depth NA
Immediate Water Depth -43.2 (08/12/11)
Location 3171+37.10 40.8' Rt.
Top of Rock = 55.2'Elevation = 258.9'
Printed: 10/28/14
Page 1 of 3
Drilling Firm: Terracon/ICA/KYTCFor: Division of Structural Design Geotechnical Branch
Project Type: Structure Addendum State Bridge
Project Manager: Darrin Beckett
Project ID: SA-014-2010
Item Number: 01-0180.60
Trigg - US-68
Lake Barkley
SPT
SPT
SPT
SPT
SPT
SPT
59.0
64.0
69.0
74.0
79.0
84.0
89.0
94.0
99.0
3.8
5.0
5.0
5.0
5.0
5.0
5.0
5.0
5.0
5.0
100
100
100
100
100
100
100
100
92
100
39- 0°fractures @55.2-136.5
high anglehealed
fracture,calcite filled,
0.5-1mm,trace very
fine grainedpyrite, pinpt
vugs,petroliferous@ 72.5-73.8high angle
fracture (85°),open 1-2 mm,pinpt vugs,
partly calcitefilled @
81.4-82.25
healed high
258.9
255.1
218.8
55.2
59.0
95.3
Overburden: Soil descriptions are provided in theDriller's Log and soil test data are provided on the
Subsurface Data Sheets.
Limestone: brown and lt. gray to brown, fresh, fine tomed grained, trace fossiliferous, widely scattered
stylolitic; high angle fracture (60°) with gypsum infill(1mm) @55.3-56.0.
Limestone: gray and brown, fine grained, fresh, chertnodules (dark and lt. gray) up to 6" ; stylolitic, widely
spaced dolomitic shale partings 3 mm thick (1/8"); highangle healed fracture, calcite filled, 0.5-1mm @ 59.0-
60.7' and 85.2-85.55'.
Limestone: light gray to gray and brown, med tocoarse grained, fresh, stylolitic, widely scattered
fossiliferous, chert grains, calcite and dolomite grains,widely scattered beds (0.5-1.5 ft) coarse grained
siliceous fossil fragments.
(Begin Core)
92 /92
98 /98
100 /100
100 /100
100 /100
100 /100
100 /100
100 /100
92 /92
3.8
5.0
5.0
5.0
5.0
5.0
5.0
5.0
4.6
5.0
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)
Geologist Nancy Dendramis
Hole Type core and sample
Rec(%)
Rec.(ft)
SampleNo.
Run(ft)
Description
Overburden
Rock CoreSDI(JS)
Remarks
Rig_Number HCN 7253
Hole Number 4019
Surface Elevation 314.1'
Total Depth 136.5'
End Date 08/14/2011
Latitude(83) 36.799551
Longitude(83) -87.975002
Start Date 08/12/2011
Driller Mathis - HCN
GEOLOGIST'S SUBSURFACE LOG
GQ-279Canton
Static Water Depth NA
Immediate Water Depth -43.2 (08/12/11)
Location 3171+37.10 40.8' Rt.
Top of Rock = 55.2'Elevation = 258.9'
Printed: 10/28/14
Page 2 of 3
Drilling Firm: Terracon/ICA/KYTCFor: Division of Structural Design Geotechnical Branch
Project Type: Structure Addendum State Bridge
Project Manager: Darrin Beckett
Project ID: SA-014-2010
Item Number: 01-0180.60
Trigg - US-68
Lake Barkley
104.0
109.0
114.0
118.5119.2
124.2
129.2
134.2
136.5
5.0
5.0
5.0
4.5
0.7
5.0
5.0
5.0
2.3
100
100
100
100
100
100
100
100
100
anglefractures, 0.5mm, calcite
filled,multipleveins @
99.3-101.1
healed vertfracture, ppt
vugs @110.5-111.4
196.4
192.9
177.6
117.7
121.2
136.5
Limestone: light gray to gray and brown, med tocoarse grained, fresh, stylolitic, widely scattered
fossiliferous, chert grains, calcite and dolomite grains,widely scattered beds (0.5-1.5 ft) coarse grained
siliceous fossil fragments.
Limestone: gray and brown, fine grained, fresh, chertnodules (dark and lt. gray) up to 6" ; stylolitic, widelyspaced dolomitic shale partings 3 mm thick (1/8");
dissolution feature, calcite lined, vugular(111.7-111.8).
Limestone: light gray to gray and brown, med tocoarse grained, fresh, stylolitic, widely scattered
fossiliferous, chert grains, calcite and dolomite grains,widely scattered beds (0.5-1.5') coarse grain siliceous
fossil frgmnts; calcite-filled vug, ¾" dia. @135.8'.
100 /100
100 /100
100 /100
100 /100
100 /100
100 /100
100 /100
100 /100
91 /91
(Bottom of Hole 136.5')
5.0
5.0
5.0
4.5
0.7
5.0
5.0
5.0
2.3
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)
Geologist Nancy Dendramis
Hole Type core and sample
Rec(%)
Rec.(ft)
SampleNo.
Run(ft)
Description
Overburden
Rock CoreSDI(JS)
Remarks
Rig_Number HCN 7253
Hole Number 4019
Surface Elevation 314.1'
Total Depth 136.5'
End Date 08/14/2011
Latitude(83) 36.799551
Longitude(83) -87.975002
Start Date 08/12/2011
Driller Mathis - HCN
GEOLOGIST'S SUBSURFACE LOG
GQ-279Canton
Static Water Depth NA
Immediate Water Depth -43.2 (08/12/11)
Location 3171+37.10 40.8' Rt.
Top of Rock = 55.2'Elevation = 258.9'
Printed: 10/28/14
Page 3 of 3
Drilling Firm: Terracon/ICA/KYTCFor: Division of Structural Design Geotechnical Branch
Project Type: Structure Addendum State Bridge
Project Manager: Darrin Beckett
Project ID: SA-014-2010
Item Number: 01-0180.60
Trigg - US-68
Lake Barkley
4.9-6.4
9.9-11.9
14.9-16.4
19.9-21.4
24.9-26.4
29.9-31.4
34.9-36.4
39.9-41.4
44.9-46.4
1-0-2
16-18-21
5-6-7
8-9-9
6-6-15
10-7-8
6-7-10
18-18-16
Overburden: Soil descriptions are provided in theDriller's Log and soil test data are provided on the
Subsurface Data Sheets.
1
2
3
4
5
6
7
8
9
1.5
2.0
1.1
0.7
1.1
1.0
1.1
1.3
1.1
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)
Geologist Deron Buchanan
Hole Type core and sample
Rec(%)
Rec.(ft)
SampleNo.
Run(ft)
Description
Overburden
Rock CoreSDI(JS)
Remarks
Rig_Number HCN 7253
Hole Number 4021
Surface Elevation 320.6'
Total Depth 121.4'
End Date 08/25/2011
Latitude(83) 36.799526
Longitude(83) -87.974913
Start Date 08/23/2011
Driller Mathis - HCN
GEOLOGIST'S SUBSURFACE LOG
GQ-279Canton
Static Water Depth NA
Immediate Water Depth -35.8 (08/23/11)
Location 3171+64.46 41.6' Rt.
Top of Rock = 61.4'Elevation = 259.2'
Printed: 10/28/14
Page 1 of 3
Drilling Firm: Terracon/ICA/KYTCFor: Division of Structural Design Geotechnical Branch
Project Type: Structure Addendum State Bridge
Project Manager: Darrin Beckett
Project ID: SA-014-2010
Item Number: 01-0180.60
Trigg - US-68
Lake Barkley
SPT
ST
SPT
SPT
SPT
SPT
SPT
SPT
SPT
66.4
71.4
76.4
81.4
86.4
91.4
96.4
49.9-51.4
54.9-56.4
59.9-61.4
5.0
5.0
5.0
5.0
5.0
5.0
5.0
5.0
30-27-15
28-23-14
14-6-30
100
100
100
100
100
100
100
100
moderatelyweatheredintervals:62.9-63.0,63.6-63.7,
63.8-64.0 @61.4
healedvertical
fractures,calcite filled,
somemulti-veined
(0.5mm):68.5-69.0,73.8-75.0
(shale infill),75.1-76.2,78.7-79.2,79.6-80.1,85.1-88.0
(petro stain),88.1-88.8
(shale filled,.3mm),
93.9-94.4,96.1-96.4 @
68.5calcite filledvug @ 73.6
calcitepartially
filled vugs @82.2, 84.5,
90.5 @ 82.2
259.2
254.2
61.4
66.4
Overburden: Soil descriptions are provided in theDriller's Log and soil test data are provided on the
Subsurface Data Sheets.
Limestone: gray, some brown grains, fresh w/intervals of moderately weathered, med grained with
scattered coarse grain; grains of calcite, dolomite,chert, and rock fragments, stylolitic w/ 1-6mm partings
shale, [17- 0° fractures w/ hard rough walls].
Limestone: med gray w/ lt gray, brown tint, dark graynodules, fresh, fine grained with laminated beds, med
grain, argillaceous in parts, chert nodules and interbedsto 1.2" thickness, stylolites, some w/ dolomitic siltyshale to 2 mm, [41- 0°-15° fractures w/ hard rough
walls, some w/ shale walls].
(Begin Core)
10
11
12
72 /72
88 /88
94 /94
96 /96
98 /98
92 /92
100 /100
94 /94
0.9
1.0
1.5
5.0
5.0
5.0
5.0
5.0
5.0
5.0
5.0
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)
Geologist Deron Buchanan
Hole Type core and sample
Rec(%)
Rec.(ft)
SampleNo.
Run(ft)
Description
Overburden
Rock CoreSDI(JS)
Remarks
Rig_Number HCN 7253
Hole Number 4021
Surface Elevation 320.6'
Total Depth 121.4'
End Date 08/25/2011
Latitude(83) 36.799526
Longitude(83) -87.974913
Start Date 08/23/2011
Driller Mathis - HCN
GEOLOGIST'S SUBSURFACE LOG
GQ-279Canton
Static Water Depth NA
Immediate Water Depth -35.8 (08/23/11)
Location 3171+64.46 41.6' Rt.
Top of Rock = 61.4'Elevation = 259.2'
Printed: 10/28/14
Page 2 of 3
Drilling Firm: Terracon/ICA/KYTCFor: Division of Structural Design Geotechnical Branch
Project Type: Structure Addendum State Bridge
Project Manager: Darrin Beckett
Project ID: SA-014-2010
Item Number: 01-0180.60
Trigg - US-68
Lake Barkley
SPT
SPT
SPT
101.4
106.4
111.4
116.4
121.4
5.0
5.0
5.0
5.0
5.0
100
100
100
100
98
multiplecalcite filled
fractures,0.3-1mm,
petro stain,pp vugs @105.6-107.2
calcite filled,1mm, petro
stain @107.7-107.9
calcite filled,0.5mm, petro
stain, ppvugs @109-111
calcite filled,0.3mm @
111.5-112.1multiple
calcite filled,0.3-0.5mm @112.5-114.8
multiplecalcite filled,
0.3-2mm,pinpt vugs,
petro stain @119.7-121.4core loss
interprestedas slippageand left in
hole @121.3-121.4
217.7
199.2
102.9
121.4
Limestone: lt gray, brown, dark gray, dark brown,fresh, med to coarse grain w/ beds of very coarse grain,
argillaceous laminae in upper part, stylolites w/dolomitic silty shale filling to 7 mm, beds coarse grain,
siliceous, fossil frag., [13- 0°-10° fractures w/ hardrough walls].
100 /100
92 /92
100 /100
94 /94
(Bottom of Hole 121.4')
5.0
5.0
5.0
5.0
4.9
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)
Geologist Deron Buchanan
Hole Type core and sample
Rec(%)
Rec.(ft)
SampleNo.
Run(ft)
Description
Overburden
Rock CoreSDI(JS)
Remarks
Rig_Number HCN 7253
Hole Number 4021
Surface Elevation 320.6'
Total Depth 121.4'
End Date 08/25/2011
Latitude(83) 36.799526
Longitude(83) -87.974913
Start Date 08/23/2011
Driller Mathis - HCN
GEOLOGIST'S SUBSURFACE LOG
GQ-279Canton
Static Water Depth NA
Immediate Water Depth -35.8 (08/23/11)
Location 3171+64.46 41.6' Rt.
Top of Rock = 61.4'Elevation = 259.2'
Printed: 10/28/14
Page 3 of 3
Drilling Firm: Terracon/ICA/KYTCFor: Division of Structural Design Geotechnical Branch
Project Type: Structure Addendum State Bridge
Project Manager: Darrin Beckett
Project ID: SA-014-2010
Item Number: 01-0180.60
Trigg - US-68
Lake Barkley
14.9-16.4
19.9-21.4
29.9-30.430.4-31.9
39.9-41.4
2-14-15
13-14-12
50/0.50'26-23-24
25-48-36/0.50'
Overburden: Soil descriptions are provided in theDriller's Log and soil test data are provided on the
Subsurface Data Sheets.
1
2
33A
4
1.0
0.5
0.50.5
1.1
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)
Geologist Deron Buchanan
Hole Type core and sample
Rec(%)
Rec.(ft)
SampleNo.
Run(ft)
Description
Overburden
Rock CoreSDI(JS)
Remarks
Rig_Number HCN 7253
Hole Number 4020
Surface Elevation 312.3'
Total Depth 121.6'
End Date 08/17/2011
Latitude(83) 36.799734
Longitude(83) -87.974826
Start Date 08/15/2011
Driller Mathis - HCN
GEOLOGIST'S SUBSURFACE LOG
GQ-279Canton
Static Water Depth NA
Immediate Water Depth -40.6 (08/15/11)
Location 3171+65.89 38.2' Lt.
Top of Rock = 57.0'Elevation = 255.3'
Printed: 10/28/14
Page 1 of 3
Drilling Firm: Terracon/ICA/KYTCFor: Division of Structural Design Geotechnical Branch
Project Type: Structure Addendum State Bridge
Project Manager: Darrin Beckett
Project ID: SA-014-2010
Item Number: 01-0180.60
Trigg - US-68
Lake Barkley
SPT
SPT
SPTSPT
SPT
61.6
66.6
71.6
76.6
81.6
86.6
91.6
96.6
49.9-50.450.4-50.950.9-51.4
4.6
5.0
5.0
5.0
5.0
5.0
5.0
5.0
5.0
50/0.50'50/0.50'50/0.50'
100
100
100
100
100
100
98
100
100
3 fractures,0°-5°, w hardrough walls@ 57-58.8
41 fractures,0°-10°, w/
hard roughwalls, tight,tr stains on
some @58.8-98.3
fracture 35°w/ hard roughwall, 0.5 mm
@ 64.9fracture0°-10° w/
hard roughwall, 6-10
mm @ 69.3healed vert
fracture withcalcite infilland petro
pinpt vugs,0.5m @
70.1-72.6healead vert
fracture,petro, calciteinfill, 0.5mm@ 74.4-76.9healed vert
fracture withcalcite infill,
4.3mm @80.3-80.8
healed vertfracture,
calcite infill,pinpt vugs,multi-vein,
sctrdpetroliferous@ 82.2-83.6healed vert
fracture,calcite infill,
0.5mm @
255.3
253.5
214.0
57.0
58.8
98.3
Overburden: Soil descriptions are provided in theDriller's Log and soil test data are provided on the
Subsurface Data Sheets.
Limestone: gray w/ lt brown tint, fresh, mediumgrained, scattered coarse grained layers, widelyscattered stylolitic, scattered chert nodules, trace
fossiliferous molds, (Warsaw Formation).
Limestone: gray and lt brown, fresh, fine grain w/sctrd medium to coarse-grain layers, widely sctrd
dolomitic shale partings and stylolitic, sctrd gray chertnodules ¾" to 6" dia., scattered 4" thick beds of
medium to coarse grain limestone grading below 71.6'.
(Begin Core)
55A5B
100 /100
92 /92
98 /98
92 /92
92 /92
96 /96
98 /98
100 /100
98 /98
0.50.50.0
4.6
5.0
5.0
5.0
5.0
5.0
4.9
5.0
5.0
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)
Geologist Deron Buchanan
Hole Type core and sample
Rec(%)
Rec.(ft)
SampleNo.
Run(ft)
Description
Overburden
Rock CoreSDI(JS)
Remarks
Rig_Number HCN 7253
Hole Number 4020
Surface Elevation 312.3'
Total Depth 121.6'
End Date 08/17/2011
Latitude(83) 36.799734
Longitude(83) -87.974826
Start Date 08/15/2011
Driller Mathis - HCN
GEOLOGIST'S SUBSURFACE LOG
GQ-279Canton
Static Water Depth NA
Immediate Water Depth -40.6 (08/15/11)
Location 3171+65.89 38.2' Lt.
Top of Rock = 57.0'Elevation = 255.3'
Printed: 10/28/14
Page 2 of 3
Drilling Firm: Terracon/ICA/KYTCFor: Division of Structural Design Geotechnical Branch
Project Type: Structure Addendum State Bridge
Project Manager: Darrin Beckett
Project ID: SA-014-2010
Item Number: 01-0180.60
Trigg - US-68
Lake Barkley
SPTSPTSPT
101.6
106.6
111.6
116.6
121.6
5.0
5.0
5.0
5.0
5.0
100
100
100
100
100
84.5-86.3healed vert
fracture,calcite infill,pinpt vugs,0.5mm @87.4-89.9core loss
(0.1') @ 91.524 fractures
0°-10° w/hard roughwalls, tight;
one 40°fracture w/hard rough
wall @98.3-121.6
190.7 121.6
Limestone: gray to med gray, trace brown, fresh, medto coarse grained with argillaceous matrix composed ofcalcite, dolomite, chert, and fossil fragments, scatteredstylolitic, dolomitic shale partings 1/8" thick, and gray
chert nodules.
94 /94
96 /96
100 /100
86 /86
(Bottom of Hole 121.6')
5.0
5.0
5.0
5.0
5.0
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)
Geologist Deron Buchanan
Hole Type core and sample
Rec(%)
Rec.(ft)
SampleNo.
Run(ft)
Description
Overburden
Rock CoreSDI(JS)
Remarks
Rig_Number HCN 7253
Hole Number 4020
Surface Elevation 312.3'
Total Depth 121.6'
End Date 08/17/2011
Latitude(83) 36.799734
Longitude(83) -87.974826
Start Date 08/15/2011
Driller Mathis - HCN
GEOLOGIST'S SUBSURFACE LOG
GQ-279Canton
Static Water Depth NA
Immediate Water Depth -40.6 (08/15/11)
Location 3171+65.89 38.2' Lt.
Top of Rock = 57.0'Elevation = 255.3'
Printed: 10/28/14
Page 3 of 3
Drilling Firm: Terracon/ICA/KYTCFor: Division of Structural Design Geotechnical Branch
Project Type: Structure Addendum State Bridge
Project Manager: Darrin Beckett
Project ID: SA-014-2010
Item Number: 01-0180.60
Trigg - US-68
Lake Barkley
19.9
24.9
29.9
34.9
36.4
3.7
5.0
5.0
5.0
1.5
100
100
96
98
100
1 55° frac.w/sev.
weatheredwall; 2 0°
fracs. w/sev.weathered
walls; 85°-90°healed fracs.17.2'-18.9' @
17.2-24.9
core lossinterpreted @
27.8-28Mechanical
break @ 29.98 0° fracs.
w/faint ironstain, hard
walls @30-33.8
Core lossinterpreted @
33.8-33.9Mechanical
break @36.3-36.4
373.5
369.1
353.3
16.2
20.6
36.4
Overburden: Soil descriptions are provided in theDriller's Log and soil test data are provided on the
Subsurface Data Sheets.
Limestone: Lt. gray, brown, faint iron stain, sli.weathered to fresh, f. to cse. grain fossil frags. &
limestone grains, fossil molds, sparry cement, stylolites,healed high angle fracs..
Limestone: Medium gray, brown tint & lt. brown-gray,traces lt. brown iron stain, fresh w/mod. to mod. sev.weathered frac. walls, interbedded microcrystalline,
argillaceous, shale laminae, dk. gray chert nodules &med. to cse. grain limestone & fossil frags. scattered incryptocrystalline matrix, stylolites, widely scattered v.
cse. grain beds.
(Begin Core)
95 /95
100 /96
94 /94
94 /88
100 /93
(Bottom of Hole 36.4')
3.7
5.0
4.8
4.9
1.5
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)
Geologist Mike Gragg
Hole Type core
Rec(%)
Rec.(ft)
SampleNo.
Run(ft)
Description
Overburden
Rock CoreSDI(JS)
Remarks
Rig_Number 300404
Hole Number 4024
Surface Elevation 389.7'
Total Depth 36.4'
End Date 08/09/2011
Latitude(83) 36.798450
Longitude(83) -87.970191
Start Date 08/09/2011
Driller Cayton, Bill - ICA
GEOLOGIST'S SUBSURFACE LOG
GQ-279Canton
Static Water Depth NA
Warsaw LimestoneWarsaw Limestone
Immediate Water Depth NA
Location 3185+99.00 17.0' Rt.
Base Weathered Rock = 16.4'Elevation = 373.3'
Top of Rock = 16.2'Elevation = 373.5'
Printed: 10/28/14
Page 1 of 1
Drilling Firm: Terracon/ICA/KYTCFor: Division of Structural Design Geotechnical Branch
Project Type: Structure Addendum State Bridge
Project Manager: Darrin Beckett
Project ID: SA-014-2010
Item Number: 01-0180.60
Trigg - US-68
Lake Barkley
10.2
15.2
20.2
25.2
30.2
35.2
40.2
45.2
4.9-5.9
9.9-10.00.2
5.0
5.0
5.0
5.0
5.0
5.0
5.0
5.0
50/0.10'100
100
100
100
100
100
100
100
100
10 0° fracs.w/hard, roughwalls; 2 80°fracs. w/ironstain & mod.
to sev.weathering, 1
partiallyhealed @
10-15Mechanical
break @15-15.2
Mechanicalbreak @20-20.2
Clay seam(3mm-5mm)
@ 24.1
Healed 80°frac.
w/calcitegrain infill(1mm) @27.8-28.6
11 0° fracs.,hard walls,
some w/ironstain @28.6-30
Mechanicalbreak @30-30.1
Mechanicalbreak @ 35.2Mechanical
break @39.8-40.14 0°-10°fracs.
w/smoothhard walls @
40.1-46Shale
laminae
381.5
369.1
347.6
341.6
10.0
22.4
43.9
49.9
Overburden: Soil descriptions are provided in theDriller's Log and soil test data are provided on the
Subsurface Data Sheets.
Limestone: Light gray, gray, gray-brown, fresh w/mod.weathering 10.0'-10.2', med. to cse. grain
w/cryptocrystalline matrix, grains ooliths, fossil frags. &chert, fossil molds, stylolites.
Limestone: Gray to dk. gray, fresh, v. f. grain w/bedsf. to med. grain ooliths, fossil frags. & chert, laminations
fossil frags., shale laminae, argillaceous in parts,scattered chert nodules, trace stylolites.
Limestone: Gray, fresh, med. to cse. grain fossilfrags. (bryozoan), ooliths & chert, stylolites, shale
laminae, chert rich bed.
ABC is 12 tsf @ 10.3' (381.2')
(Begin Core)
ST-1
SS-1 0 / 0 96 /96
100 /100
94 /100
100 /98
100 /96
98 /98
100 /100
100 /96
1.0
0.10.2
5.0
5.0
5.0
5.0
5.0
5.0
5.0
5.0
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)
Geologist Mike Gragg
Hole Type core and sample
Rec(%)
Rec.(ft)
SampleNo.
Run(ft)
Description
Overburden
Rock CoreSDI(JS)
Remarks
Rig_Number 300404
Hole Number 4025
Surface Elevation 391.5'
Total Depth 50.2'
End Date 08/06/2011
Latitude(83) 36.798359
Longitude(83) -87.970210
Start Date 08/05/2011
Driller Cayton, Bill - ICA
GEOLOGIST'S SUBSURFACE LOG
GQ-279Canton
Static Water Depth NA
Warsaw LimestoneWarsaw Limestone
Immediate Water Depth NA
Location 3186+01.00 48.0' Rt.
Base Weathered Rock = 10.3'Elevation = 381.2'
Top of Rock = 10.0'Elevation = 381.5'
Printed: 10/28/14
Page 1 of 2
Drilling Firm: Terracon/ICA/KYTCFor: Division of Structural Design Geotechnical Branch
Project Type: Structure Addendum State Bridge
Project Manager: Darrin Beckett
Project ID: SA-014-2010
Item Number: 01-0180.60
Trigg - US-68
Lake Barkley
ST
SPT
50.2 (3mm-10mm)@ 46-46.2
341.3 50.2 Limestone: Gray, dk. gray, black, fresh, argillaceous,chert nodules.
(Bottom of Hole 50.2')
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)
Geologist Mike Gragg
Hole Type core and sample
Rec(%)
Rec.(ft)
SampleNo.
Run(ft)
Description
Overburden
Rock CoreSDI(JS)
Remarks
Rig_Number 300404
Hole Number 4025
Surface Elevation 391.5'
Total Depth 50.2'
End Date 08/06/2011
Latitude(83) 36.798359
Longitude(83) -87.970210
Start Date 08/05/2011
Driller Cayton, Bill - ICA
GEOLOGIST'S SUBSURFACE LOG
GQ-279Canton
Static Water Depth NA
Warsaw LimestoneWarsaw Limestone
Immediate Water Depth NA
Location 3186+01.00 48.0' Rt.
Base Weathered Rock = 10.3'Elevation = 381.2'
Top of Rock = 10.0'Elevation = 381.5'
Printed: 10/28/14
Page 2 of 2
Drilling Firm: Terracon/ICA/KYTCFor: Division of Structural Design Geotechnical Branch
Project Type: Structure Addendum State Bridge
Project Manager: Darrin Beckett
Project ID: SA-014-2010
Item Number: 01-0180.60
Trigg - US-68
Lake Barkley
22.0
27.0
32.0
37.0
41.7
1.6
5.0
5.0
5.0
4.7
100
98
100
100
100
18 0° fracs.some w/stain
& sev.weathering @
20.4-41.7Mechanical
frac. @21.9-22
90° frac. w/ppvugs, part.
healed (1mm)@ 22-23.4
Core loss @25.8-25.9
Mechanicalfrac. @ 26.8Mechanical
frac. @31.8-32Shale
laminae(4mm) @ 32.3
85° frac.,open, rough,hard walls @
33.1-34.210° shalelaminae
(8mm) @ 38
370.7
367.0
349.4
20.4
24.1
41.7
Overburden: Soil descriptions are provided in theDriller's Log and soil test data are provided on the
Subsurface Data Sheets.
Limestone: Light gray to gray, brown, fresh to sli.weathering, f. to med. grain w/sparry cement
interbedded w/med. gray, brown tint, fresh, sli.argillaceous, stylolitic.
Limestone: Medium gray, brown tint, fresh w/somefrac. walls mod. sev. weathered, microcrystalline, sli.
argillaceous in laminations, f. to med. grain limestone &fossil frags. in laminations & beds, widely scattered
stylolites, scattered dk. gray chert nodules.
ABC is 10 tsf @ 20.4' (370.7')
(Begin Core)
100 /100
94 /98
100 /100
84 /92
100 /98
(Bottom of Hole 41.7')
1.6
4.9
5.0
5.0
4.7
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)
Geologist Mike Gragg
Hole Type core
Rec(%)
Rec.(ft)
SampleNo.
Run(ft)
Description
Overburden
Rock CoreSDI(JS)
Remarks
Rig_Number 300404
Hole Number 4023
Surface Elevation 391.1'
Total Depth 41.7'
End Date 08/10/2011
Latitude(83) 36.798489
Longitude(83) -87.970168
Start Date 08/10/2011
Driller Banning, Carl - ICA
GEOLOGIST'S SUBSURFACE LOG
GQ-279Canton
Static Water Depth NA
Warsaw LimestoneWarsaw Limestone
Immediate Water Depth NA
Location 3186+04.00 1.0' Lt.
Base Weathered Rock = 20.4'Elevation = 370.7'
Top of Rock = 20.4'Elevation = 370.7'
Printed: 10/28/14
Page 1 of 1
Drilling Firm: Terracon/ICA/KYTCFor: Division of Structural Design Geotechnical Branch
Project Type: Structure Addendum State Bridge
Project Manager: Darrin Beckett
Project ID: SA-014-2010
Item Number: 01-0180.60
Trigg - US-68
Lake Barkley
25.7
30.7
35.7
40.7
45.7
5.2-7.2
10.2-12.2
15.2-16.7
20.2-21.7
2.5
5.0
5.0
5.0
5.0
5.0
5-6-8
14-12-11
100
98
100
100
100
100
Core lossinterpreted @
5.7-25.8
29 0° fracs.w/ hard
walls, somew/iron stain@ 25.8-45.5
Mechanicalbreak @45.5-45.74 0° fracs.
w/hard walls
368.3
347.0
342.0
23.2
44.5
49.5
Overburden: Soil descriptions are provided in theDriller's Log and soil test data are provided on the
Subsurface Data Sheets.
Limestone: Medium gray, brown tint, fresh, w/frac.walls mod. sev. weathered, microcrystalline, sli.
argillaceous in laminations, f. to med. grain limestone &fossil frags. in laminations & beds, stylolites, dk. graychert nodules, irregular shale laminae, petroliferous
odor on fresh break.
Limestone: Gray, brown, fresh, med. to cse. grainlimestone & fossil frags., rounded to angular, fossil
molds, scattered healed fracs., silty laminations, chertnodules.
ABC is 12 tsf @ 23.2' (368.3')
(Begin Core)
ST-1
ST-2
SS-1
SS-2
84 /84
98 /98
100 /90
80 /86
100 /98
100 /100
1.9
1.9
1.1
1.5
2.5
4.9
5.0
5.0
5.0
5.0
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)
Geologist Mike Gragg
Hole Type core and sample
Rec(%)
Rec.(ft)
SampleNo.
Run(ft)
Description
Overburden
Rock CoreSDI(JS)
Remarks
Rig_Number 300404
Hole Number 4022
Surface Elevation 391.5'
Total Depth 63.2'
End Date 08/08/2011
Latitude(83) 36.798566
Longitude(83) -87.970127
Start Date 08/07/2011
Driller Cayton, Bill - ICA
GEOLOGIST'S SUBSURFACE LOG
GQ-279Canton
Static Water Depth NA
Warsaw LimestoneWarsaw Limestone
Immediate Water Depth NA
Location 3186+10.00 30.0' Lt.
Base Weathered Rock = 23.2'Elevation = 368.3'
Top of Rock = 23.2'Elevation = 368.3'
Printed: 10/28/14
Page 1 of 2
Drilling Firm: Terracon/ICA/KYTCFor: Division of Structural Design Geotechnical Branch
Project Type: Structure Addendum State Bridge
Project Manager: Darrin Beckett
Project ID: SA-014-2010
Item Number: 01-0180.60
Trigg - US-68
Lake Barkley
ST
ST
SPT
SPT
50.7
55.7
60.7
63.2
5.0
5.0
2.5
100
100
100
@ 45.7-50.711 0°-5°
fracs. w/hardor shalewalls @50.7-60.5
Mechanicalbreak @60.5-60.7
Shalelamination @
61.1
328.3 63.2
Limestone: Gray to dk. brown-gray, fresh, f. grain tosilty-argillaceous, rippled in parts, beds med. to cse.grain fossil & limestone frags. dk. gray chert nodules,
shale laminae.
86 /94
100 /94
100 /96
(Bottom of Hole 63.2')
5.0
5.0
2.5
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)
Geologist Mike Gragg
Hole Type core and sample
Rec(%)
Rec.(ft)
SampleNo.
Run(ft)
Description
Overburden
Rock CoreSDI(JS)
Remarks
Rig_Number 300404
Hole Number 4022
Surface Elevation 391.5'
Total Depth 63.2'
End Date 08/08/2011
Latitude(83) 36.798566
Longitude(83) -87.970127
Start Date 08/07/2011
Driller Cayton, Bill - ICA
GEOLOGIST'S SUBSURFACE LOG
GQ-279Canton
Static Water Depth NA
Warsaw LimestoneWarsaw Limestone
Immediate Water Depth NA
Location 3186+10.00 30.0' Lt.
Base Weathered Rock = 23.2'Elevation = 368.3'
Top of Rock = 23.2'Elevation = 368.3'
Printed: 10/28/14
Page 2 of 2
Drilling Firm: Terracon/ICA/KYTCFor: Division of Structural Design Geotechnical Branch
Project Type: Structure Addendum State Bridge
Project Manager: Darrin Beckett
Project ID: SA-014-2010
Item Number: 01-0180.60
Trigg - US-68
Lake Barkley
0 100 200 300 400 500
qc [ksf]
0
5
10
15
20
25
30
35
40
45
50
55
60
65
70
75
80
85
90
95
100
Dep
th b
elow
gro
un
d s
urfa
ce (
ft)
0 2 4 6 8
fs [ksf]
-2 0 2 4 6 8 10
u2 [ksf]
0 2 4 6 8 10
Rf [%]
Test no:C4001
Project ID:N1115097
Client:Kentucky Transportation Cabinet
Project:KYTC Lake Bridges Project
LOG OF CONE PENETRATION TEST
Position:X: 314000.20 ft, Y: -1.21 ft
Location:Lake Barkley-US 68/KY 80
Ground level:374.93
Date:10/31/2011
Scale:1 : 141
Page: 1/1
Fig:
File: C4001.cpd
U2
Sleeve area [cm2]: 150
Tip area [cm2]: 10
Cone No: 4342
Silty sand to sandy silt (7)
Clayey silt to silty clay (5)
Sandy silt to clayey silt (6)Clay (3)
Clay (3)Clay (3)
Silty sand to sandy silt (7)
Sandy silt to clayey silt (6)
Clayey silt to silty clay (5)Sandy silt to clayey silt (6)
Clayey silt to silty clay (5)
Clayey silt to silty clay (5)
Clayey silt to silty clay (5)
Clayey silt to silty clay (5)
Clayey silt to silty clay (5)Sandy silt to clayey silt (6)
Clay (3)
Sandy silt to clayey silt (6)
Clayey silt to silty clay (5)
Clay (3)
Sand to silty sand (8)
0 100 200 300 400 500
qc [ksf]
0
5
10
15
20
25
30
35
40
45
50
55
60
65
70
75
80
85
90
95
100
Dep
th b
elow
gro
un
d s
urfa
ce (
ft)
0 2 4 6 8
fs [ksf]
-2 0 2 4 6 8 10
u2 [ksf]
0 2 4 6 8 10
Rf [%]
Test no:C4002
Project ID:N1115097
Client:Kentucky Transportation Cabinet
Project:KYTC Lake Bridges Project
LOG OF CONE PENETRATION TEST
Position:X: 314201.25 ft, Y: -6.89 ft
Location:Lake Barkley-US 68/KY 80
Ground level:375.59
Date:12/1/2011
Scale:1 : 141
Page: 1/1
Fig:
File: C4002.cpd
U2
Sleeve area [cm2]: 150
Tip area [cm2]: 10
Cone No: 4342
Sand to silty sand (8)Silty sand to sandy silt (7)Clay (3)
Silty sand to sandy silt (7)Sandy silt to clayey silt (6)
CPT Refusal-Drill/SPT Interval
Sand (9)
Sandy silt to clayey silt (6)
Silty sand to sandy silt (7)Silty sand to sandy silt (7)Clay (3)
Clayey silt to silty clay (5)
CPT Refusal-Drill/SPT Interval
Silty clay to clay (4)
Clayey silt to silty clay (5)
Sandy silt to clayey silt (6)
Silty clay to clay (4)
Silty clay to clay (4)
Clay (3)
Sand to silty sand (8)
Clay (3)
0 100 200 300 400 500
qc [ksf]
0
5
10
15
20
25
30
35
40
45
50
55
60
65
70
75
80
85
90
95
100
Dep
th b
elow
gro
un
d s
urfa
ce (
ft)
0 2 4 6 8
fs [ksf]
-2 0 2 4 6 8 10
u2 [ksf]
0 2 4 6 8 10
Rf [%]
Test no:C4003
Project ID:N1115097
Client:Kentucky Transportation Cabinet
Project:KYTC Lake Bridges Project
LOG OF CONE PENETRATION TEST
Position:X: 314351.57 ft, Y: -1.12 ft
Location:Lake Barkley-US 68/KY 80
Ground level:378.08
Date:11/14/2011
Scale:1 : 141
Page: 1/1
Fig:
File: C4003.cpd
U2
Sleeve area [cm2]: 150
Tip area [cm2]: 10
Cone No: 4342
Sandy silt to clayey silt (6)Clayey silt to silty clay (5)Sandy silt to clayey silt (6)
Clay (3)
CPT Refusal-Drill/SPT Interval
Clayey silt to silty clay (5)
Sandy silt to clayey silt (6)Silty clay to clay (4)
Clayey silt to silty clay (5)
Silty sand to sandy silt (7)Sand to silty sand (8)Sand (9)
CPT Refusal-Drill/SPT Interval
Sandy silt to clayey silt (6)
Clay (3)
CPT Refusal-Drill/SPT Interval
Clayey silt to silty clay (5)Clayey silt to silty clay (5)
Silty clay to clay (4)
Silty clay to clay (4)
0 100 200 300 400 500
qc [ksf]
0
5
10
15
20
25
30
35
40
45
50
55
60
65
70
75
80
85
90
95
100
Dep
th b
elow
gro
un
d s
urfa
ce (
ft)
0 2 4 6 8
fs [ksf]
-2 0 2 4 6 8 10
u2 [ksf]
0 2 4 6 8 10
Rf [%]
Test no:C4004
Project ID:N1115097
Client:Kentucky Transportation Cabinet
Project:KYTC Lake Bridges Project
LOG OF CONE PENETRATION TEST
Position:X: 314499.15 ft, Y: 8.10 ft
Location:Lake Barkley-US 68/KY 80
Ground level:378.05
Date:11/10/2011
Scale:1 : 141
Page: 1/1
Fig:
File: C4004.cpd
U2
Sleeve area [cm2]: 150
Tip area [cm2]: 10
Cone No: 4342
Silty sand to sandy silt (7)Sandy silt to clayey silt (6)
Clayey silt to silty clay (5)
Silty sand to sandy silt (7)
Sandy silt to clayey silt (6)Silty sand to sandy silt (7)
Silty sand to sandy silt (7)Sandy silt to clayey silt (6)Silty sand to sandy silt (7)Clayey silt to silty clay (5)
Clay (3)
Sand to silty sand (8)
CPT Refusal-Drill/SPT Interval
Clay (3)Clayey silt to silty clay (5)
Clayey silt to silty clay (5)
Clayey silt to silty clay (5)
Sand (9)Clayey silt to silty clay (5)
Clayey silt to silty clay (5)
Silty sand to sandy silt (7)
0 100 200 300 400 500
qc [ksf]
0
5
10
15
20
25
30
35
40
45
50
55
60
65
70
75
80
85
90
95
100
Dep
th b
elow
gro
un
d s
urfa
ce (
ft)
0 2 4 6 8
fs [ksf]
-2 0 2 4 6 8 10
u2 [ksf]
0 2 4 6 8 10
Rf [%]
Test no:C4005
Project ID:N1115097
Client:Kentucky Transportation Cabinet
Project:KYTC Lake Bridges Project
LOG OF CONE PENETRATION TEST
Position:X: 314660.07 ft, Y: -33.01 ft
Location:Lake Barkley-US 68/KY 80
Ground level:378.25
Date:11/12/2011
Scale:1 : 141
Page: 1/1
Fig:
File: C4005.cpd
U2
Sleeve area [cm2]: 150
Tip area [cm2]: 10
Cone No: 4342
Organic material (2)Clay (3)
Clayey silt to silty clay (5)
Silty sand to sandy silt (7)
Sandy silt to clayey silt (6)Clayey silt to silty clay (5)
Sandy silt to clayey silt (6)Sandy silt to clayey silt (6)
Clay (3)
Clay (3)
Sand (9)
CPT Refusal-Drill/SPT Interval
Sandy silt to clayey silt (6)Clayey silt to silty clay (5)Clayey silt to silty clay (5)
Clayey silt to silty clay (5)
Clayey silt to silty clay (5)
Clayey silt to silty clay (5)
Sand (9)
Sand (9)Sand (9)
Sand (9)
Sand (9)
Gravelly sand to sand (10)
Sand (9)
0 100 200 300 400 500
qc [ksf]
0
5
10
15
20
25
30
35
40
45
50
55
60
65
70
75
80
85
90
95
100
Dep
th b
elow
gro
un
d s
urfa
ce (
ft)
0 2 4 6 8
fs [ksf]
-2 0 2 4 6 8 10
u2 [ksf]
0 2 4 6 8 10
Rf [%]
Test no:C4006A
Project ID:N1115097
Client:Kentucky Transportation Cabinet
Project:KYTC Lake Bridges Project
LOG OF CONE PENETRATION TEST
Position:X: 314793.93 ft, Y: 21.39 ft
Location:Lake Barkley-US 68/KY 80
Ground level:366.14
Date:11/7/2011
Scale:1 : 141
Page: 1/1
Fig:
File: C4006.cpd
U2
Sleeve area [cm2]: 150
Tip area [cm2]: 10
Cone No: 4342
Clay (3)
Silty clay to clay (4)
Clay (3)
Silty clay to clay (4)
Clayey silt to silty clay (5)Sandy silt to clayey silt (6)
Sandy silt to clayey silt (6)
Clayey silt to silty clay (5)
Clayey silt to silty clay (5)Clayey silt to silty clay (5)Sandy silt to clayey silt (6)Sandy silt to clayey silt (6)
Sandy silt to clayey silt (6)
0 100 200 300 400 500
qc [ksf]
0
5
10
15
20
25
30
35
40
45
50
55
60
65
70
75
80
85
90
95
100
Dep
th b
elow
gro
un
d s
urfa
ce (
ft)
-12.700 2 4 6 8
fs [ksf]
-2 0 2 4 6 8 10
u2 [ksf]
0 2 4 6 8 10
Rf [%]
Test no:C4007
Project ID:N1115097
Client:Kentucky Transportation Cabinet
Project:KYTC Lake Bridges - TS&L Phase
LOG OF CONE PENETRATION TEST
Position:X: 314928.51 ft, Y: -2.69 ft
Location:Lake Barkley
Seabed ref. level:-12.70
Date:6/30/2011
Scale:1 : 141
Page: 1/1
Fig:
File: C4007.cpd
U2
Sleeve area [cm2]: 150
Tip area [cm2]: 10
Cone No: 4203
Clay (3)
Silty clay to clay (4)
Clayey silt to silty clay (5)
Clayey silt to silty clay (5)
Sandy silt to clayey silt (6)
Clayey silt to silty clay (5)
Silty sand to sandy silt (7)
Sandy silt to clayey silt (6)
Sandy silt to clayey silt (6)Clayey silt to silty clay (5)Sandy silt to clayey silt (6)
Sandy silt to clayey silt (6)
Sandy silt to clayey silt (6)
Sand to silty sand (8)Sandy silt to clayey silt (6)
Sand (9)
Gravelly sand to sand (10)
CPT Refusal-Drill/SPT Interval
Sand (9)
Sand (9)
CPT Refusal-Drill/SPT Interval
Sand to silty sand (8)
Sand (9)
0 100 200 300 400 500
qc [ksf]
0
5
10
15
20
25
30
35
40
45
50
55
60
65
70
75
80
85
90
95
100
Dep
th b
elow
gro
un
d s
urfa
ce (
ft)
-22.310 2 4 6 8
fs [ksf]
-2 0 2 4 6 8 10
u2 [ksf]
0 2 4 6 8 10
Rf [%]
Test no:C4008
Project ID:N1115097
Client:Kentucky Transportation Cabinet
Project:KYTC Lake Bridges - TS&L Phase
LOG OF CONE PENETRATION TEST
Position:X: 315063.71 ft, Y: -99.21 ft
Location:Lake Barkley
Seabed ref. level:-22.31
Date:7/2/2011
Scale:1 : 141
Page: 1/1
Fig:
File: C4008.cpd
U2
Sleeve area [cm2]: 150
Tip area [cm2]: 10
Cone No: 4203
Clay (3)
Silty clay to clay (4)
Clayey silt to silty clay (5)
Clayey silt to silty clay (5)Silty clay to clay (4)Clayey silt to silty clay (5)
Silty sand to sandy silt (7)Sandy silt to clayey silt (6)
Sand (9)Sand to silty sand (8)Silty sand to sandy silt (7)Sand to silty sand (8)Clay (3)Sandy silt to clayey silt (6)
Sand (9)
Silty clay to clay (4)Clayey silt to silty clay (5)
Sand (9)
CPT Refusal-Drill/SPT Interval
Sandy silt to clayey silt (6)
0 100 200 300 400 500
qc [ksf]
0
5
10
15
20
25
30
35
40
45
50
55
60
65
70
75
80
85
90
95
100
Dep
th b
elow
gro
un
d s
urfa
ce (
ft)
-19.590 2 4 6 8
fs [ksf]
-2 0 2 4 6 8 10
u2 [ksf]
0 2 4 6 8 10
Rf [%]
Test no:C4009
Project ID:N1115097
Client:Kentucky Transportation Cabinet
Project:KYTC Lake Bridges-TS&L Phase
LOG OF CONE PENETRATION TEST
Position:X: 315200.89 ft, Y: -4.30 ft
Location:Lake Barkley
Seabed ref. level:-19.59
Date:7/4/2011
Scale:1 : 141
Page: 1/1
Fig:
File: C4009.cpd
U2
Sleeve area [cm2]: 150
Tip area [cm2]: 10
Cone No: 4203
Clayey silt to silty clay (5)
Sensitive fine grained (1)
Clay (3)
Silty clay to clay (4)Clayey silt to silty clay (5)Silty clay to clay (4)Clayey silt to silty clay (5)Sandy silt to clayey silt (6)Clayey silt to silty clay (5)
Clayey silt to silty clay (5)
Clayey silt to silty clay (5)
Sandy silt to clayey silt (6)
CPT Refusal-Drill/SPT Interval
Sand to silty sand (8)
Sandy silt to clayey silt (6)
Sandy silt to clayey silt (6)
Sand (9)
Gravelly sand to sand (10)
CPT Refusal-Drill/SPT Interval
Sandy silt to clayey silt (6)
Sandy silt to clayey silt (6)
Silty sand to sandy silt (7)Sandy silt to clayey silt (6)
0 100 200 300 400 500
qc [ksf]
0
5
10
15
20
25
30
35
40
45
50
55
60
65
70
75
80
85
90
95
100
Dep
th b
elow
gro
un
d s
urfa
ce (
ft)
-14.110 2 4 6 8
fs [ksf]
-2 0 2 4 6 8 10
u2 [ksf]
0 2 4 6 8 10
Rf [%]
Test no:C4010
Project ID:N1115097
Client:Kentucky Transportation Cabinet
Project:KYTC Lake Bridges Project-TS&L Phase
LOG OF CONE PENETRATION TEST
Position:X: 315347.51 ft, Y: -9.61 ft
Location:Lake Barkley
Seabed ref. level:-14.11
Date:7/6/2011
Scale:1 : 141
Page: 1/1
Fig:
File: C4010.cpd
U2
Sleeve area [cm2]: 150
Tip area [cm2]: 10
Cone No: 4203
Clayey silt to silty clay (5)Silty clay to clay (4)Clay (3)
Clay (3)
Silty clay to clay (4)
Sandy silt to clayey silt (6)Clayey silt to silty clay (5)Sandy silt to clayey silt (6)
Clayey silt to silty clay (5)
Sandy silt to clayey silt (6)
Clayey silt to silty clay (5)Clayey silt to silty clay (5)
Sandy silt to clayey silt (6)
Sand (9)
Sand (9)
Sand (9)
CPT Refusal-Drill/SPT Interval
Sand (9)Sand (9)
Sand (9)
CPT Refusal-Drill/SPT Interval
0 100 200 300 400 500
qc [ksf]
0
5
10
15
20
25
30
35
40
45
50
55
60
65
70
75
80
85
90
95
100
Dep
th b
elow
gro
un
d s
urfa
ce (
ft)
-7.510 2 4 6 8
fs [ksf]
-2 0 2 4 6 8 10
u2 [ksf]
0 2 4 6 8 10
Rf [%]
Test no:C4011
Project ID:N1115097
Client:Kentucky Transportation Cabinet
Project:KYTC Lake Bridges-US68/KY80-TS&L Phase
LOG OF CONE PENETRATION TEST
Position:X: 315479.30 ft, Y: -0.98 ft
Location:Lake Barkley-Trigg County
Seabed ref. level:-7.51
Date:7/9/2011
Scale:1 : 141
Page: 1/1
Fig:
File: C4011.cpd
U2
Sleeve area [cm2]: 150
Tip area [cm2]: 10
Cone No: 4203
Clayey silt to silty clay (5)Silty clay to clay (4)
Clay (3)
Clay (3)
Clayey silt to silty clay (5)
Sandy silt to clayey silt (6)
Sandy silt to clayey silt (6)
Sandy silt to clayey silt (6)Silty sand to sandy silt (7)Clayey silt to silty clay (5)Sandy silt to clayey silt (6)
Sand (9)
Gravelly sand to sand (10)
CPT Refusal - Drill/SPT Interval
Sand (9)
0 100 200 300 400 500
qc [ksf]
0
5
10
15
20
25
30
35
40
45
50
55
60
65
70
75
80
85
90
95
100
Dep
th b
elow
gro
un
d s
urfa
ce (
ft)
-7.710 2 4 6 8
fs [ksf]
-2 0 2 4 6 8 10
u2 [ksf]
0 2 4 6 8 10
Rf [%]
Test no:C4012
Project ID:N1115097
Client:Kentucky Transportation Cabinet
Project:KYTC Lake Bridges-US68/KY80-TS&L Phase
LOG OF CONE PENETRATION TEST
Position:X: 315624.97 ft, Y: -29.40 ft
Location:Lake Barkley-Trigg County
Seabed ref. level:-7.71
Date:7/11/2011
Scale:1 : 141
Page: 1/1
Fig:
File: C4012.cpd
U2
Sleeve area [cm2]: 150
Tip area [cm2]: 10
Cone No: 4203
Sensitive fine grained (1)
Clayey silt to silty clay (5)
Silty clay to clay (4)
Silty clay to clay (4)
Silty clay to clay (4)
Sandy silt to clayey silt (6)
Sandy silt to clayey silt (6)
Sandy silt to clayey silt (6)
Clayey silt to silty clay (5)
Sandy silt to clayey silt (6)
Sand to silty sand (8)
Sand to silty sand (8)Sand (9)
Gravelly sand to sand (10)
0 100 200 300 400 500
qc [ksf]
0
5
10
15
20
25
30
35
40
45
50
55
60
65
70
75
80
85
90
95
100
Dep
th b
elow
gro
un
d s
urfa
ce (
ft)
-7.610 2 4 6 8
fs [ksf]
-2 0 2 4 6 8 10
u2 [ksf]
0 2 4 6 8 10
Rf [%]
Test no:C4013
Project ID:N1115097
Client:Kentucky Transportation Cabinet
Project:KYTC Lake Bridges-US68/KY80-TS&L Phase
LOG OF CONE PENETRATION TEST
Position:X: 315749.31 ft, Y: -3.81 ft
Location:Lake Barkley-Trigg County
Seabed ref. level:-7.61
Date:7/12/2011
Scale:1 : 141
Page: 1/1
Fig:
File: C4013.cpd
U2
Sleeve area [cm2]: 150
Tip area [cm2]: 10
Cone No: 4203
Sensitive fine grained (1)
Clay (3)
Silty clay to clay (4)Clayey silt to silty clay (5)
Silty clay to clay (4)
Clayey silt to silty clay (5)
Sandy silt to clayey silt (6)
Sandy silt to clayey silt (6)
Sand to silty sand (8)Silty sand to sandy silt (7)
Sand to silty sand (8)Sandy silt to clayey silt (6)Sand to silty sand (8)
Sand to silty sand (8)Sandy silt to clayey silt (6)
Sandy silt to clayey silt (6)
Sand (9)
CPT Refusal-Drill/SPT Interval
CPT Refusal-Drill/SPT Interval
Sand to silty sand (8)
0 100 200 300 400 500
qc [ksf]
0
5
10
15
20
25
30
35
40
45
50
55
60
65
70
75
80
85
90
95
100
Dep
th b
elow
gro
un
d s
urfa
ce (
ft)
-8.010 2 4 6 8
fs [ksf]
-2 0 2 4 6 8 10
u2 [ksf]
0 2 4 6 8 10
Rf [%]
Test no:C4014
Project ID:N1115097
Client:Kentucky Transportation Cabinet
Project:KYTC Lake Bridges-US68/KY80-TS&L Phase
LOG OF CONE PENETRATION TEST
Position:X: 315888.29 ft, Y: 3.02 ft
Location:Lake Barkley-Trigg County
Seabed ref. level:-8.01
Date:7/14/2011
Scale:1 : 141
Page: 1/1
Fig:
File: C4014.cpd
U2
Sleeve area [cm2]: 150
Tip area [cm2]: 10
Cone No: 4203
Clay (3)
Silty clay to clay (4)
Clayey silt to silty clay (5)
Sandy silt to clayey silt (6)
Clayey silt to silty clay (5)Silty sand to sandy silt (7)Clayey silt to silty clay (5)Clayey silt to silty clay (5)
Sand (9)Silty sand to sandy silt (7)
CPT Refusal-Drill/SPT Interval
0 100 200 300 400 500
qc [ksf]
0
5
10
15
20
25
30
35
40
45
50
55
60
65
70
75
80
85
90
95
100
Dep
th b
elow
gro
un
d s
urfa
ce (
ft)
-7.610 2 4 6 8
fs [ksf]
-2 0 2 4 6 8 10
u2 [ksf]
0 2 4 6 8 10
Rf [%]
Test no:C4015
Project ID:N1115097
Client:Kentucky Transportation Cabinet
Project:KYTC Lake Bridges-US68/KY80-TS&L Phase
LOG OF CONE PENETRATION TEST
Position:X: 316025.26 ft, Y: 17.49 ft
Location:Lake Barkley-Trigg County
Seabed ref. level:-7.61
Date:7/16/2011
Scale:1 : 141
Page: 1/1
Fig:
File: C4015.cpd
U2
Sleeve area [cm2]: 150
Tip area [cm2]: 10
Cone No: 4203
Silty clay to clay (4)
Clay (3)
Clayey silt to silty clay (5)
Sandy silt to clayey silt (6)
Silty sand to sandy silt (7)
Sandy silt to clayey silt (6)
Silty sand to sandy silt (7)Sand to silty sand (8)Sand (9)Sand (9)
CPT Refusal-Drill/SPT Interval
0 100 200 300 400 500
qc [ksf]
0
5
10
15
20
25
30
35
40
45
50
55
60
65
70
75
80
85
90
95
100
Dep
th b
elow
gro
un
d s
urfa
ce (
ft)
-7.610 2 4 6 8
fs [ksf]
-2 0 2 4 6 8 10
u2 [ksf]
0 2 4 6 8 10
Rf [%]
Test no:C4016
Project ID:N1115097
Client:Kentucky Transportation Cabinet
Project:KYTC Lake Bridges-US68/KY80-TS&L Phase
LOG OF CONE PENETRATION TEST
Position:X: 316162.40 ft, Y: 2.59 ft
Location:Lake Barkley-Trigg County
Seabed ref. level:-7.61
Date:7/18/2011
Scale:1 : 141
Page: 1/1
Fig:
File: C4016.cpd
U2
Sleeve area [cm2]: 150
Tip area [cm2]: 10
Cone No: 4203
Sensitive fine grained (1)
Sensitive fine grained (1)
Sensitive fine grained (1)
Clayey silt to silty clay (5)
Clay (3)
Silty clay to clay (4)Clay (3)Silty clay to clay (4)
Silty clay to clay (4)
Clayey silt to silty clay (5)
Sensitive fine grained (1)
Sandy silt to clayey silt (6)
Sandy silt to clayey silt (6)Sandy silt to clayey silt (6)
0 100 200 300 400 500
qc [ksf]
0
5
10
15
20
25
30
35
40
45
50
55
60
65
70
75
80
85
90
95
100
Dep
th b
elow
gro
un
d s
urfa
ce (
ft)
-8.300 2 4 6 8
fs [ksf]
-2 0 2 4 6 8 10
u2 [ksf]
0 2 4 6 8 10
Rf [%]
Test no:C4017
Project ID:N1115097
Client:Kentucky Transportation Cabinet
Project:KYTC Lake Bridges-US68/KY80-TS&L Phase
LOG OF CONE PENETRATION TEST
Position:X: 316305.54 ft, Y: -2.10 ft
Location:Lake Barkley-Trigg County
Seabed ref. level:-8.30
Date:7/19/2011
Scale:1 : 141
Page: 1/1
Fig:
File: C4017.cpd
U2
Sleeve area [cm2]: 150
Tip area [cm2]: 10
Cone No: 4203
Clay (3)
Silty clay to clay (4)
Clayey silt to silty clay (5)Sandy silt to clayey silt (6)Clayey silt to silty clay (5)Sandy silt to clayey silt (6)Clayey silt to silty clay (5)Silty sand to sandy silt (7)Sandy silt to clayey silt (6)Sand to silty sand (8)
Sandy silt to clayey silt (6)
Sand to silty sand (8)Silty sand to sandy silt (7)
CPT Refusal-Drill/SPT Interval
0 100 200 300 400 500
qc [ksf]
0
5
10
15
20
25
30
35
40
45
50
55
60
65
70
75
80
85
90
95
100
Dep
th b
elow
gro
un
d s
urfa
ce (
ft)
-7.610 2 4 6 8
fs [ksf]
-2 0 2 4 6 8 10
u2 [ksf]
0 2 4 6 8 10
Rf [%]
Test no:C4018
Project ID:N1115097
Client:Kentucky Transportation Cabinet
Project:KYTC Lake Bridges-US68/KY80-TS&L Phase
LOG OF CONE PENETRATION TEST
Position:X: 316444.00 ft, Y: -28.71 ft
Location:Lake Barkley-Trigg County
Seabed ref. level:-7.61
Date:7/21/2011
Scale:1 : 141
Page: 1/1
Fig:
File: C4018.cpd
U2
Sleeve area [cm2]: 150
Tip area [cm2]: 10
Cone No: 4203
Clayey silt to silty clay (5)
Clay (3)
Silty clay to clay (4)
Clayey silt to silty clay (5)
Clayey silt to silty clay (5)
Sandy silt to clayey silt (6)
Sandy silt to clayey silt (6)
Clayey silt to silty clay (5)
Sandy silt to clayey silt (6)
Sandy silt to clayey silt (6)
Sand (9)
0 100 200 300 400 500
qc [ksf]
0
5
10
15
20
25
30
35
40
45
50
55
60
65
70
75
80
85
90
95
100
Dep
th b
elow
gro
un
d s
urfa
ce (
ft)
-30.410 2 4 6 8
fs [ksf]
-2 0 2 4 6 8 10
u2 [ksf]
0 2 4 6 8 10
Rf [%]
Test no:B4015
Project ID:N1115097
Client:Kentucky Transportation Cabinet
Project:KYTC Lake Bridges Project
LOG OF CONE PENETRATION TEST
Position:X: 316583.20 ft, Y: 42.59 ft
Location:Lake Barkley-US 68/KY 80
Seabed ref. level:-30.41
Date:8/1/2011
Scale:1 : 141
Page: 1/1
Fig:
File: B4015.cpd
U2
Sleeve area [cm2]: 150
Tip area [cm2]: 10
Cone No: 4203
Sensitive fine grained (1)
Sensitive fine grained (1)
Sensitive fine grained (1)Sandy silt to clayey silt (6)Sensitive fine grained (1)
Gravelly sand to sand (10)
CPT Refusal-Drill/SPT Interval
Sand (9)
0 100 200 300 400 500
qc [ksf]
0
5
10
15
20
25
30
35
40
45
50
55
60
65
70
75
80
85
90
95
100
Dep
th b
elow
gro
un
d s
urfa
ce (
ft)
-7.610 2 4 6 8
fs [ksf]
-2 0 2 4 6 8 10
u2 [ksf]
0 2 4 6 8 10
Rf [%]
Test no:C4020
Project ID:N1115097
Client:Kentucky Transportation Cabinet
Project:KYTC Lake Bridges-US68/KY80-TS&L Phase
LOG OF CONE PENETRATION TEST
Position:X: 316600.79 ft, Y: -1.51 ft
Location:Lake Barkley-Trigg County
Seabed ref. level:-7.61
Date:7/23/2011
Scale:1 : 141
Page: 1/1
Fig:
File: C4020.cpd
U2
Sleeve area [cm2]: 150
Tip area [cm2]: 10
Cone No: 4203
Sand to silty sand (8)
Silty sand to sandy silt (7)
0 100 200 300 400 500
qc [ksf]
0
5
10
15
20
25
30
35
40
45
50
55
60
65
70
75
80
85
90
95
100
Dep
th b
elow
gro
un
d s
urfa
ce (
ft)
-44.090 2 4 6 8
fs [ksf]
-2 0 2 4 6 8 10
u2 [ksf]
0 2 4 6 8 10
Rf [%]
Test no:C4021
Project ID:N1115097
Client:Kentucky Transportation Cabinet
Project:Lake Bridges Project-US 68/KY 80-TS&L Phase
LOG OF CONE PENETRATION TEST
Position:X: 317153.44 ft, Y: -5.31 ft
Location:Lake Barkley-Trigg County, KY
Seabed ref. level:-44.09
Date:7/27/2011
Scale:1 : 141
Page: 1/1
Fig:
File: C4021.cpd
U2
Sleeve area [cm2]: 150
Tip area [cm2]: 10
Cone No: 4203
Sensitive fine grained (1)
CPT Refusal-Drill/SPT IntervalSensitive fine grained (1)Silty sand to sandy silt (7)
CPT Refusal-Drill/SPT Interval
Gravelly sand to sand (10)
0 100 200 300 400 500
qc [ksf]
0
5
10
15
20
25
30
35
40
45
50
55
60
65
70
75
80
85
90
95
100
Dep
th b
elow
gro
un
d s
urfa
ce (
ft)
-12.500 2 4 6 8
fs [ksf]
-2 0 2 4 6 8 10
u2 [ksf]
0 2 4 6 8 10
Rf [%]
Test no:C4022
Project ID:N1115097
Client:Kentucky Transportation Cabinet
Project:Lake Bridges Project-US 68/KY 80-TS&L Phase
LOG OF CONE PENETRATION TEST
Position:X: 317268.04 ft, Y: -4.20 ft
Location:Lake Barkley - Trigg County, KY
Seabed ref. level:-12.50
Date:7/24/2011
Scale:1 : 141
Page: 1/1
Fig:
File: C4022.cpd
U2
Sleeve area [cm2]: 150
Tip area [cm2]: 10
Cone No: 4203
Sensitive fine grained (1)
Sensitive fine grained (1)
Sensitive fine grained (1)
Sandy silt to clayey silt (6)Sensitive fine grained (1)
Sensitive fine grained (1)
Silty sand to sandy silt (7)
Sandy silt to clayey silt (6)Silty sand to sandy silt (7)Sandy silt to clayey silt (6)Sandy silt to clayey silt (6)Silty sand to sandy silt (7)
Sand to silty sand (8)
Silty sand to sandy silt (7)Sand to silty sand (8)Silty sand to sandy silt (7)Sand to silty sand (8)
Sand (9)
0 100 200 300 400 500
qc [ksf]
0
5
10
15
20
25
30
35
40
45
50
55
60
65
70
75
80
85
90
95
100
Dep
th b
elow
gro
un
d s
urfa
ce (
ft)
-25.000 2 4 6 8
fs [ksf]
-2 0 2 4 6 8 10
u2 [ksf]
0 2 4 6 8 10
Rf [%]
Test no:C4023
Project ID:N1115097
Client:Kentucky Transportation Cabinet
Project:KYTC Lake Bridges - TS&L Phase
LOG OF CONE PENETRATION TEST
Position:X: 317383.79 ft, Y: -5.41 ft
Location:Lake Barkley
Seabed ref. level:-25.00
Date:6/29/2011
Scale:1 : 141
Page: 1/1
Fig:
File: C4023.cpd
U2
Sleeve area [cm2]: 150
Tip area [cm2]: 10
Cone No: 4203
Sensitive fine grained (1)
Clay (3)
Silty clay to clay (4)
Clayey silt to silty clay (5)Silty clay to clay (4)Clayey silt to silty clay (5)Silty clay to clay (4)Clayey silt to silty clay (5)Silty clay to clay (4)
Clayey silt to silty clay (5)Silty clay to clay (4)Clayey silt to silty clay (5)
Silty clay to clay (4)Sandy silt to clayey silt (6)Clayey silt to silty clay (5)
Silty sand to sandy silt (7)
Clayey silt to silty clay (5)
Sand (9)
0 100 200 300 400 500
qc [ksf]
0
5
10
15
20
25
30
35
40
45
50
55
60
65
70
75
80
85
90
95
100
Dep
th b
elow
gro
un
d s
urfa
ce (
ft)
-21.490 2 4 6 8
fs [ksf]
-2 0 2 4 6 8 10
u2 [ksf]
0 2 4 6 8 10
Rf [%]
Test no:C4024
Project ID:N1115097
Client:Kentucky Transportation Cabinet
Project:Lake Bridges Project-TS&L Phase
LOG OF CONE PENETRATION TEST
Position:X: 317526.64 ft, Y: -34.28 ft
Location:Lake Barkley
Seabed ref. level:-21.49
Date:6/28/2011
Scale:1 : 141
Page: 1/1
Fig:
File: C4024.cpd
U2
Sleeve area [cm2]: 150
Tip area [cm2]: 10
Cone No: 4203
Sensitive fine grained (1)
Silty clay to clay (4)
Sensitive fine grained (1)
Clayey silt to silty clay (5)Silty clay to clay (4)
Clayey silt to silty clay (5)Clay (3)
Silty sand to sandy silt (7)Sand to silty sand (8)
Silty sand to sandy silt (7)
Sand to silty sand (8)
Sandy silt to clayey silt (6)
Sandy silt to clayey silt (6)
Sand to silty sand (8)Sandy silt to clayey silt (6)
Sandy silt to clayey silt (6)Silty sand to sandy silt (7)
Gravelly sand to sand (10)
Sand (9)
Sand (9)
0 100 200 300 400 500
qc [ksf]
0
5
10
15
20
25
30
35
40
45
50
55
60
65
70
75
80
85
90
95
100
Dep
th b
elow
gro
un
d s
urfa
ce (
ft)
-19.490 2 4 6 8
fs [ksf]
-2 0 2 4 6 8 10
u2 [ksf]
0 2 4 6 8 10
Rf [%]
Test no:C4025
Project ID:N1115097
Client:Kentucky Transportation Cabinet
Project:KYTC Lake Bridges-TS&L Phase
LOG OF CONE PENETRATIONTEST
Position:X: 317667.06 ft, Y: -2.40 ft
Location:Lake Barkley
Seabed ref. level:-19.49
Date:6/27/2011
Scale:1 : 141
Page: 1/1
Fig:
File: C4025.cpd
U2
Sleeve area [cm2]: 150
Tip area [cm2]: 10
Cone No: 4203
Silty clay to clay (4)Clay (3)
Clay (3)
Sensitive fine grained (1)
Sensitive fine grained (1)Sandy silt to clayey silt (6)
Sensitive fine grained (1)
Silty sand to sandy silt (7)Sandy silt to clayey silt (6)Sandy silt to clayey silt (6)
Silty sand to sandy silt (7)
Silty sand to sandy silt (7)
Sand to silty sand (8)Sandy silt to clayey silt (6)Sand to silty sand (8)
Silty sand to sandy silt (7)Sand to silty sand (8)Silty sand to sandy silt (7)
Sand to silty sand (8)
Clayey silt to silty clay (5)
Sandy silt to clayey silt (6)
Sand (9)Sand to silty sand (8)
Sandy silt to clayey silt (6)
Gravelly sand to sand (10)
CPT Refusal-Drill/SPT Interval
Gravelly sand to sand (10)
CPT Refusal-Drill/SPT Interval
Sand (9)
Sand (9)
Gravelly sand to sand (10)
Gravelly sand to sand (10)Sand (9)
Gravelly sand to sand (10)Sand (9)
Gravelly sand to sand (10)
0 100 200 300 400 500
qc [ksf]
0
5
10
15
20
25
30
35
40
45
50
55
60
65
70
75
80
85
90
95
100
Dep
th b
elow
gro
un
d s
urfa
ce (
ft)
-16.960 2 4 6 8
fs [ksf]
-2 0 2 4 6 8 10
u2 [ksf]
0 2 4 6 8 10
Rf [%]
Test no:C4026
Project ID:N1115097
Client:Kentucky Transportation Cabinet
Project:KYTC Lake Bridges-TS&L Phase
LOG OF CONE PENETRATIONTEST
Position:X: 317808.73 ft, Y: 1.51 ft
Location:Lake Barkley
Seabed ref. level:-16.96
Date:6/24/2011
Scale:1 : 141
Page: 1/1
Fig:
File: C4026.cpd
U2
Sleeve area [cm2]: 150
Tip area [cm2]: 10
Cone No: 4203
Clay (3)
Clay (3)
Clayey silt to silty clay (5)
Silty clay to clay (4)Clayey silt to silty clay (5)
Clayey silt to silty clay (5)
Sensitive fine grained (1)Silty clay to clay (4)
Silty clay to clay (4)
Clayey silt to silty clay (5)Sandy silt to clayey silt (6)
Clayey silt to silty clay (5)
Sand to silty sand (8)
Silty sand to sandy silt (7)
Sandy silt to clayey silt (6)Clayey silt to silty clay (5)
Sandy silt to clayey silt (6)Sand to silty sand (8)
Silty sand to sandy silt (7)Sandy silt to clayey silt (6)Sand to silty sand (8)Silty sand to sandy silt (7)Sand to silty sand (8)
Sand (9)
Gravelly sand to sand (10)
Gravelly sand to sand (10)
Gravelly sand to sand (10)
CPT Refusal- drill/SPT interval
Gravelly sand to sand (10)
Sand (9)Gravelly sand to sand (10)
Sand (9)
0 100 200 300 400 500
qc [ksf]
0
5
10
15
20
25
30
35
40
45
50
55
60
65
70
75
80
85
90
95
100
Dep
th b
elow
gro
un
d s
urfa
ce (
ft)
-14.600 2 4 6 8
fs [ksf]
-2 0 2 4 6 8 10
u2 [ksf]
0 2 4 6 8 10
Rf [%]
Test no:C4027
Project ID:N1115097
Client:Kentucky Transportation Cabinet
Project:KYTC Lake Bridges-TS&L Phase
LOG OF CONE PENETRATIONTEST
Position:X: 317930.71 ft, Y: -33.01 ft
Location:Lake Barkley
Seabed ref. level:-14.60
Date:6/22/2011
Scale:1 : 141
Page: 1/1
Fig:
File: C4027.cpd
U2
Sleeve area [cm2]: 150
Tip area [cm2]: 10
Cone No: 4203
Clayey silt to silty clay (5)
Sandy silt to clayey silt (6)
Clay (3)
Silty clay to clay (4)Clay (3)
Clay (3)
Silty clay to clay (4)
Silty clay to clay (4)
Clayey silt to silty clay (5)
Sandy silt to clayey silt (6)
Sandy silt to clayey silt (6)
Sand to silty sand (8)
Sand to silty sand (8)
Sand to silty sand (8)
Sand (9)
Gravelly sand to sand (10)
CPT Refusal-Drill/SPT Interval
Gravelly sand to sand (10)
CPT Refusal-Drill/SPT Interval
Sand (9)
Gravelly sand to sand (10)
0 100 200 300 400 500
qc [ksf]
0
5
10
15
20
25
30
35
40
45
50
55
60
65
70
75
80
85
90
95
100
Dep
th b
elow
gro
un
d s
urfa
ce (
ft)
-13.350 2 4 6 8
fs [ksf]
-2 0 2 4 6 8 10
u2 [ksf]
0 2 4 6 8 10
Rf [%]
Test no:C4028
Project ID:N1115097
Client:Kentucky Transportation Cabinet
Project:KYTC Lake Bridges-TS&L Phase
LOG OF CONE PENETRATIONTEST
Position:X: 318057.71 ft, Y: -1.41 ft
Location:Lake Barkley
Seabed ref. level:-13.35
Date:6/20/2011
Scale:1 : 141
Page: 1/1
Fig:
File: C4028.cpd
U2
Sleeve area [cm2]: 150
Tip area [cm2]: 10
Cone No: 4203
Sensitive fine grained (1)
Sandy silt to clayey silt (6)Silty clay to clay (4)
Clayey silt to silty clay (5)
Silty clay to clay (4)
Clayey silt to silty clay (5)
Sensitive fine grained (1)
Silty sand to sandy silt (7)
Silty sand to sandy silt (7)
Silty sand to sandy silt (7)
Sand to silty sand (8)
Silty sand to sandy silt (7)
Sand (9)
Sand to silty sand (8)
Sand to silty sand (8)
Sand to silty sand (8)
Sand (9)Gravelly sand to sand (10)
CPT Refusal - drill/SPT interval
Gravelly sand to sand (10)
CPT Refusal - drill/SPT interval
Gravelly sand to sand (10)Sand (9)Gravelly sand to sand (10)
0 100 200 300 400 500
qc [ksf]
0
5
10
15
20
25
30
35
40
45
50
55
60
65
70
75
80
85
90
95
100
Dep
th b
elow
gro
un
d s
urfa
ce (
ft)
-14.210 2 4 6 8
fs [ksf]
-2 0 2 4 6 8 10
u2 [ksf]
0 2 4 6 8 10
Rf [%]
Test no:C4029
Project ID:N1115097
Client:Kentucky Transportation Cabinet
Project:KYTC Lake Bridges-TS&L Phase
LOG OF CONE PENETRATIONTEST
Position:X: 318195.24 ft, Y: -42.91 ft
Location:Lake Barkley
Seabed ref. level:-14.21
Date:6/19/2011
Scale:1 : 141
Page: 1/1
Fig:
File: C4029.cpd
U2
Sleeve area [cm2]: 150
Tip area [cm2]: 10
Cone No: 4203
Clay (3)
Clay (3)Silty clay to clay (4)
Clayey silt to silty clay (5)
Clayey silt to silty clay (5)
Silty sand to sandy silt (7)
Silty sand to sandy silt (7)
Silty sand to sandy silt (7)
Sand to silty sand (8)
Sandy silt to clayey silt (6)
Sand to silty sand (8)
Sand to silty sand (8)Silty sand to sandy silt (7)
Sand to silty sand (8)
Sand (9)
Gravelly sand to sand (10)
Sand (9)
0 100 200 300 400 500
qc [ksf]
0
5
10
15
20
25
30
35
40
45
50
55
60
65
70
75
80
85
90
95
100
Dep
th b
elow
gro
un
d s
urfa
ce (
ft)
-11.710 2 4 6 8
fs [ksf]
-2 0 2 4 6 8 10
u2 [ksf]
0 2 4 6 8 10
Rf [%]
Test no:C4030
Project ID:N1115097
Client:Kentucky Transportation Cabinet
Project:KYTC Lake Bridges-TS&L Phase
LOG OF CONE PENETRATION TEST
Position:X: 318330.77 ft, Y: -22.31 ft
Location:Lake Barkley
Seabed ref. level:-11.71
Date:6/27/2011
Scale:1 : 141
Page: 1/1
Fig:
File: C4030.cpd
U2
Sleeve area [cm2]: 150
Tip area [cm2]: 10
Cone No: 4203
Sandy silt to clayey silt (6)
Clay (3)
Clayey silt to silty clay (5)
Silty sand to sandy silt (7)Sandy silt to clayey silt (6)
Silty sand to sandy silt (7)
Sandy silt to clayey silt (6)Silty sand to sandy silt (7)
Silty sand to sandy silt (7)Clayey silt to silty clay (5)
Silty sand to sandy silt (7)
Clayey silt to silty clay (5)
Silty sand to sandy silt (7)
Sand to silty sand (8)Sand to silty sand (8)Silty sand to sandy silt (7)
Silty sand to sandy silt (7)Silty sand to sandy silt (7)Silty sand to sandy silt (7)Sandy silt to clayey silt (6)
Sand to silty sand (8)Sand (9)
Sand (9)
Sand (9)
Gravelly sand to sand (10)
0 100 200 300 400 500
qc [ksf]
0
5
10
15
20
25
30
35
40
45
50
55
60
65
70
75
80
85
90
95
100
Dep
th b
elow
gro
un
d s
urfa
ce (
ft)
0 2 4 6 8
fs [ksf]
-2 0 2 4 6 8 10
u2 [ksf]
0 2 4 6 8 10
Rf [%]
Test no:C4031
Project ID:N1115097
Client:Kentucky Transportation Cabinet
Project:KYTC Lake Bridges Project
LOG OF CONE PENETRATION TEST
Position:X: 318478.97 ft, Y: 29.79 ft
Location:Lake Barkley-US 68/KY 80
Ground level:367.88
Date:12/8/2011
Scale:1 : 141
Page: 1/1
Fig:
File: C4031.cpd
U2
Sleeve area [cm2]: 150
Tip area [cm2]: 10
Cone No: 4342
Sandy silt to clayey silt (6)
Sandy silt to clayey silt (6)Silty sand to sandy silt (7)
CPT Refusal-Drill/SPT Interval
Clay (3)
Clay (3)
Clay (3)
Sand to silty sand (8)Clay (3)
0 100 200 300 400 500
qc [ksf]
0
5
10
15
20
25
30
35
40
45
50
55
60
65
70
75
80
85
90
95
100
Dep
th b
elow
gro
un
d s
urfa
ce (
ft)
0 2 4 6 8
fs [ksf]
-2 0 2 4 6 8 10
u2 [ksf]
0 2 4 6 8 10
Rf [%]
Test no:C4032
Project ID:N1115097
Client:Kentucky Transportation Cabinet
Project:KYTC Lake Bridges Project
LOG OF CONE PENETRATION TEST
Position:X: 318603.64 ft, Y: 6.99 ft
Location:Lake Barkley-US 68/KY 80
Ground level:390.78
Date:12/7/2011
Scale:1 : 141
Page: 1/1
Fig:
File: C4032.cpd
U2
Sleeve area [cm2]: 150
Tip area [cm2]: 10
Cone No: 4342
Clayey silt to silty clay (5)
Sand to silty sand (8)Silty sand to sandy silt (7)
CPT Refusal-Drill/SPT Interval
Silty sand to sandy silt (7)