drilling firm: terracon/ica/kytc for: division of ... · (ft) sample no. run (ft) description...

189
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 log C4001 - Test terminated due to rods bending). 369.9 365.0 363.4 5.0 10.0 11.5 CPT push was started at 9.97' so it would overlap 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 Depth Std/Ky RQD Lithology 5 10 15 20 25 30 35 40 45 50 5 10 15 20 25 30 35 40 45 50 Depth (ft) SPT Blows Sample Type Rec (ft) Hole Type sample Rec (%) Rec. (ft) Sample No. Run (ft) Description Overburden Rock Core SDI (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/KYTC For: Division of Structural Design Geotechnical Branch Project Type: Structure Addendum State Bridg Project Manager: Darrin Beckett Project ID: SA-014-2010 Item Number: 01-0180.60 Trigg - US-68 Lake Barkley

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Page 1: Drilling Firm: Terracon/ICA/KYTC For: Division of ... · (ft) Sample No. Run (ft) Description Overburden Rock Core SDI (JS) Remarks Rig_Number 365794 Hole Number 4006 Surface Elevation

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

Page 2: Drilling Firm: Terracon/ICA/KYTC For: Division of ... · (ft) Sample No. Run (ft) Description Overburden Rock Core SDI (JS) Remarks Rig_Number 365794 Hole Number 4006 Surface Elevation

(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

Page 3: Drilling Firm: Terracon/ICA/KYTC For: Division of ... · (ft) Sample No. Run (ft) Description Overburden Rock Core SDI (JS) Remarks Rig_Number 365794 Hole Number 4006 Surface Elevation

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

Page 4: Drilling Firm: Terracon/ICA/KYTC For: Division of ... · (ft) Sample No. Run (ft) Description Overburden Rock Core SDI (JS) Remarks Rig_Number 365794 Hole Number 4006 Surface Elevation

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

Page 5: Drilling Firm: Terracon/ICA/KYTC For: Division of ... · (ft) Sample No. Run (ft) Description Overburden Rock Core SDI (JS) Remarks Rig_Number 365794 Hole Number 4006 Surface Elevation

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

Page 6: Drilling Firm: Terracon/ICA/KYTC For: Division of ... · (ft) Sample No. Run (ft) Description Overburden Rock Core SDI (JS) Remarks Rig_Number 365794 Hole Number 4006 Surface Elevation

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

Page 7: Drilling Firm: Terracon/ICA/KYTC For: Division of ... · (ft) Sample No. Run (ft) Description Overburden Rock Core SDI (JS) Remarks Rig_Number 365794 Hole Number 4006 Surface Elevation

(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

Page 8: Drilling Firm: Terracon/ICA/KYTC For: Division of ... · (ft) Sample No. Run (ft) Description Overburden Rock Core SDI (JS) Remarks Rig_Number 365794 Hole Number 4006 Surface Elevation

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

Page 9: Drilling Firm: Terracon/ICA/KYTC For: Division of ... · (ft) Sample No. Run (ft) Description Overburden Rock Core SDI (JS) Remarks Rig_Number 365794 Hole Number 4006 Surface Elevation

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

Page 10: Drilling Firm: Terracon/ICA/KYTC For: Division of ... · (ft) Sample No. Run (ft) Description Overburden Rock Core SDI (JS) Remarks Rig_Number 365794 Hole Number 4006 Surface Elevation

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

Page 11: Drilling Firm: Terracon/ICA/KYTC For: Division of ... · (ft) Sample No. Run (ft) Description Overburden Rock Core SDI (JS) Remarks Rig_Number 365794 Hole Number 4006 Surface Elevation

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

Page 12: Drilling Firm: Terracon/ICA/KYTC For: Division of ... · (ft) Sample No. Run (ft) Description Overburden Rock Core SDI (JS) Remarks Rig_Number 365794 Hole Number 4006 Surface Elevation

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

Page 13: Drilling Firm: Terracon/ICA/KYTC For: Division of ... · (ft) Sample No. Run (ft) Description Overburden Rock Core SDI (JS) Remarks Rig_Number 365794 Hole Number 4006 Surface Elevation

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

Page 14: Drilling Firm: Terracon/ICA/KYTC For: Division of ... · (ft) Sample No. Run (ft) Description Overburden Rock Core SDI (JS) Remarks Rig_Number 365794 Hole Number 4006 Surface Elevation

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

Page 15: Drilling Firm: Terracon/ICA/KYTC For: Division of ... · (ft) Sample No. Run (ft) Description Overburden Rock Core SDI (JS) Remarks Rig_Number 365794 Hole Number 4006 Surface Elevation

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

Page 16: Drilling Firm: Terracon/ICA/KYTC For: Division of ... · (ft) Sample No. Run (ft) Description Overburden Rock Core SDI (JS) Remarks Rig_Number 365794 Hole Number 4006 Surface Elevation

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

Page 17: Drilling Firm: Terracon/ICA/KYTC For: Division of ... · (ft) Sample No. Run (ft) Description Overburden Rock Core SDI (JS) Remarks Rig_Number 365794 Hole Number 4006 Surface Elevation

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

Page 18: Drilling Firm: Terracon/ICA/KYTC For: Division of ... · (ft) Sample No. Run (ft) Description Overburden Rock Core SDI (JS) Remarks Rig_Number 365794 Hole Number 4006 Surface Elevation

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

Page 19: Drilling Firm: Terracon/ICA/KYTC For: Division of ... · (ft) Sample No. Run (ft) Description Overburden Rock Core SDI (JS) Remarks Rig_Number 365794 Hole Number 4006 Surface Elevation

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

Page 20: Drilling Firm: Terracon/ICA/KYTC For: Division of ... · (ft) Sample No. Run (ft) Description Overburden Rock Core SDI (JS) Remarks Rig_Number 365794 Hole Number 4006 Surface Elevation

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

Page 21: Drilling Firm: Terracon/ICA/KYTC For: Division of ... · (ft) Sample No. Run (ft) Description Overburden Rock Core SDI (JS) Remarks Rig_Number 365794 Hole Number 4006 Surface Elevation

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

Page 22: Drilling Firm: Terracon/ICA/KYTC For: Division of ... · (ft) Sample No. Run (ft) Description Overburden Rock Core SDI (JS) Remarks Rig_Number 365794 Hole Number 4006 Surface Elevation

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

Page 23: Drilling Firm: Terracon/ICA/KYTC For: Division of ... · (ft) Sample No. Run (ft) Description Overburden Rock Core SDI (JS) Remarks Rig_Number 365794 Hole Number 4006 Surface Elevation

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

Page 24: Drilling Firm: Terracon/ICA/KYTC For: Division of ... · (ft) Sample No. Run (ft) Description Overburden Rock Core SDI (JS) Remarks Rig_Number 365794 Hole Number 4006 Surface Elevation

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

Page 25: Drilling Firm: Terracon/ICA/KYTC For: Division of ... · (ft) Sample No. Run (ft) Description Overburden Rock Core SDI (JS) Remarks Rig_Number 365794 Hole Number 4006 Surface Elevation

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

Page 26: Drilling Firm: Terracon/ICA/KYTC For: Division of ... · (ft) Sample No. Run (ft) Description Overburden Rock Core SDI (JS) Remarks Rig_Number 365794 Hole Number 4006 Surface Elevation

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

Page 27: Drilling Firm: Terracon/ICA/KYTC For: Division of ... · (ft) Sample No. Run (ft) Description Overburden Rock Core SDI (JS) Remarks Rig_Number 365794 Hole Number 4006 Surface Elevation

(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

Page 28: Drilling Firm: Terracon/ICA/KYTC For: Division of ... · (ft) Sample No. Run (ft) Description Overburden Rock Core SDI (JS) Remarks Rig_Number 365794 Hole Number 4006 Surface Elevation

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

Page 29: Drilling Firm: Terracon/ICA/KYTC For: Division of ... · (ft) Sample No. Run (ft) Description Overburden Rock Core SDI (JS) Remarks Rig_Number 365794 Hole Number 4006 Surface Elevation

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

Page 30: Drilling Firm: Terracon/ICA/KYTC For: Division of ... · (ft) Sample No. Run (ft) Description Overburden Rock Core SDI (JS) Remarks Rig_Number 365794 Hole Number 4006 Surface Elevation

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

Page 31: Drilling Firm: Terracon/ICA/KYTC For: Division of ... · (ft) Sample No. Run (ft) Description Overburden Rock Core SDI (JS) Remarks Rig_Number 365794 Hole Number 4006 Surface Elevation

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

Page 32: Drilling Firm: Terracon/ICA/KYTC For: Division of ... · (ft) Sample No. Run (ft) Description Overburden Rock Core SDI (JS) Remarks Rig_Number 365794 Hole Number 4006 Surface Elevation

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

Page 33: Drilling Firm: Terracon/ICA/KYTC For: Division of ... · (ft) Sample No. Run (ft) Description Overburden Rock Core SDI (JS) Remarks Rig_Number 365794 Hole Number 4006 Surface Elevation

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

Page 34: Drilling Firm: Terracon/ICA/KYTC For: Division of ... · (ft) Sample No. Run (ft) Description Overburden Rock Core SDI (JS) Remarks Rig_Number 365794 Hole Number 4006 Surface Elevation

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

Page 35: Drilling Firm: Terracon/ICA/KYTC For: Division of ... · (ft) Sample No. Run (ft) Description Overburden Rock Core SDI (JS) Remarks Rig_Number 365794 Hole Number 4006 Surface Elevation

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

Page 36: Drilling Firm: Terracon/ICA/KYTC For: Division of ... · (ft) Sample No. Run (ft) Description Overburden Rock Core SDI (JS) Remarks Rig_Number 365794 Hole Number 4006 Surface Elevation

(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

Page 37: Drilling Firm: Terracon/ICA/KYTC For: Division of ... · (ft) Sample No. Run (ft) Description Overburden Rock Core SDI (JS) Remarks Rig_Number 365794 Hole Number 4006 Surface Elevation

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

Page 38: Drilling Firm: Terracon/ICA/KYTC For: Division of ... · (ft) Sample No. Run (ft) Description Overburden Rock Core SDI (JS) Remarks Rig_Number 365794 Hole Number 4006 Surface Elevation

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

Page 39: Drilling Firm: Terracon/ICA/KYTC For: Division of ... · (ft) Sample No. Run (ft) Description Overburden Rock Core SDI (JS) Remarks Rig_Number 365794 Hole Number 4006 Surface Elevation

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

Page 40: Drilling Firm: Terracon/ICA/KYTC For: Division of ... · (ft) Sample No. Run (ft) Description Overburden Rock Core SDI (JS) Remarks Rig_Number 365794 Hole Number 4006 Surface Elevation

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

Page 41: Drilling Firm: Terracon/ICA/KYTC For: Division of ... · (ft) Sample No. Run (ft) Description Overburden Rock Core SDI (JS) Remarks Rig_Number 365794 Hole Number 4006 Surface Elevation

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

Page 42: Drilling Firm: Terracon/ICA/KYTC For: Division of ... · (ft) Sample No. Run (ft) Description Overburden Rock Core SDI (JS) Remarks Rig_Number 365794 Hole Number 4006 Surface Elevation

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

Page 43: Drilling Firm: Terracon/ICA/KYTC For: Division of ... · (ft) Sample No. Run (ft) Description Overburden Rock Core SDI (JS) Remarks Rig_Number 365794 Hole Number 4006 Surface Elevation

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

Page 44: Drilling Firm: Terracon/ICA/KYTC For: Division of ... · (ft) Sample No. Run (ft) Description Overburden Rock Core SDI (JS) Remarks Rig_Number 365794 Hole Number 4006 Surface Elevation

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

Page 45: Drilling Firm: Terracon/ICA/KYTC For: Division of ... · (ft) Sample No. Run (ft) Description Overburden Rock Core SDI (JS) Remarks Rig_Number 365794 Hole Number 4006 Surface Elevation

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

Page 46: Drilling Firm: Terracon/ICA/KYTC For: Division of ... · (ft) Sample No. Run (ft) Description Overburden Rock Core SDI (JS) Remarks Rig_Number 365794 Hole Number 4006 Surface Elevation

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

Page 47: Drilling Firm: Terracon/ICA/KYTC For: Division of ... · (ft) Sample No. Run (ft) Description Overburden Rock Core SDI (JS) Remarks Rig_Number 365794 Hole Number 4006 Surface Elevation

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

Page 48: Drilling Firm: Terracon/ICA/KYTC For: Division of ... · (ft) Sample No. Run (ft) Description Overburden Rock Core SDI (JS) Remarks Rig_Number 365794 Hole Number 4006 Surface Elevation

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

Page 49: Drilling Firm: Terracon/ICA/KYTC For: Division of ... · (ft) Sample No. Run (ft) Description Overburden Rock Core SDI (JS) Remarks Rig_Number 365794 Hole Number 4006 Surface Elevation

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

Page 50: Drilling Firm: Terracon/ICA/KYTC For: Division of ... · (ft) Sample No. Run (ft) Description Overburden Rock Core SDI (JS) Remarks Rig_Number 365794 Hole Number 4006 Surface Elevation

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

Page 51: Drilling Firm: Terracon/ICA/KYTC For: Division of ... · (ft) Sample No. Run (ft) Description Overburden Rock Core SDI (JS) Remarks Rig_Number 365794 Hole Number 4006 Surface Elevation

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

Page 52: Drilling Firm: Terracon/ICA/KYTC For: Division of ... · (ft) Sample No. Run (ft) Description Overburden Rock Core SDI (JS) Remarks Rig_Number 365794 Hole Number 4006 Surface Elevation

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

Page 53: Drilling Firm: Terracon/ICA/KYTC For: Division of ... · (ft) Sample No. Run (ft) Description Overburden Rock Core SDI (JS) Remarks Rig_Number 365794 Hole Number 4006 Surface Elevation

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

Page 54: Drilling Firm: Terracon/ICA/KYTC For: Division of ... · (ft) Sample No. Run (ft) Description Overburden Rock Core SDI (JS) Remarks Rig_Number 365794 Hole Number 4006 Surface Elevation

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

Page 55: Drilling Firm: Terracon/ICA/KYTC For: Division of ... · (ft) Sample No. Run (ft) Description Overburden Rock Core SDI (JS) Remarks Rig_Number 365794 Hole Number 4006 Surface Elevation

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

Page 56: Drilling Firm: Terracon/ICA/KYTC For: Division of ... · (ft) Sample No. Run (ft) Description Overburden Rock Core SDI (JS) Remarks Rig_Number 365794 Hole Number 4006 Surface Elevation

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

Page 57: Drilling Firm: Terracon/ICA/KYTC For: Division of ... · (ft) Sample No. Run (ft) Description Overburden Rock Core SDI (JS) Remarks Rig_Number 365794 Hole Number 4006 Surface Elevation

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

Page 58: Drilling Firm: Terracon/ICA/KYTC For: Division of ... · (ft) Sample No. Run (ft) Description Overburden Rock Core SDI (JS) Remarks Rig_Number 365794 Hole Number 4006 Surface Elevation

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

Page 59: Drilling Firm: Terracon/ICA/KYTC For: Division of ... · (ft) Sample No. Run (ft) Description Overburden Rock Core SDI (JS) Remarks Rig_Number 365794 Hole Number 4006 Surface Elevation

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

Page 60: Drilling Firm: Terracon/ICA/KYTC For: Division of ... · (ft) Sample No. Run (ft) Description Overburden Rock Core SDI (JS) Remarks Rig_Number 365794 Hole Number 4006 Surface Elevation

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

Page 61: Drilling Firm: Terracon/ICA/KYTC For: Division of ... · (ft) Sample No. Run (ft) Description Overburden Rock Core SDI (JS) Remarks Rig_Number 365794 Hole Number 4006 Surface Elevation

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

Page 62: Drilling Firm: Terracon/ICA/KYTC For: Division of ... · (ft) Sample No. Run (ft) Description Overburden Rock Core SDI (JS) Remarks Rig_Number 365794 Hole Number 4006 Surface Elevation

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

Page 63: Drilling Firm: Terracon/ICA/KYTC For: Division of ... · (ft) Sample No. Run (ft) Description Overburden Rock Core SDI (JS) Remarks Rig_Number 365794 Hole Number 4006 Surface Elevation

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

Page 64: Drilling Firm: Terracon/ICA/KYTC For: Division of ... · (ft) Sample No. Run (ft) Description Overburden Rock Core SDI (JS) Remarks Rig_Number 365794 Hole Number 4006 Surface Elevation

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

Page 65: Drilling Firm: Terracon/ICA/KYTC For: Division of ... · (ft) Sample No. Run (ft) Description Overburden Rock Core SDI (JS) Remarks Rig_Number 365794 Hole Number 4006 Surface Elevation

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

Page 66: Drilling Firm: Terracon/ICA/KYTC For: Division of ... · (ft) Sample No. Run (ft) Description Overburden Rock Core SDI (JS) Remarks Rig_Number 365794 Hole Number 4006 Surface Elevation

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

Page 67: Drilling Firm: Terracon/ICA/KYTC For: Division of ... · (ft) Sample No. Run (ft) Description Overburden Rock Core SDI (JS) Remarks Rig_Number 365794 Hole Number 4006 Surface Elevation

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

Page 68: Drilling Firm: Terracon/ICA/KYTC For: Division of ... · (ft) Sample No. Run (ft) Description Overburden Rock Core SDI (JS) Remarks Rig_Number 365794 Hole Number 4006 Surface Elevation

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

Page 69: Drilling Firm: Terracon/ICA/KYTC For: Division of ... · (ft) Sample No. Run (ft) Description Overburden Rock Core SDI (JS) Remarks Rig_Number 365794 Hole Number 4006 Surface Elevation

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

Page 70: Drilling Firm: Terracon/ICA/KYTC For: Division of ... · (ft) Sample No. Run (ft) Description Overburden Rock Core SDI (JS) Remarks Rig_Number 365794 Hole Number 4006 Surface Elevation

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

Page 71: Drilling Firm: Terracon/ICA/KYTC For: Division of ... · (ft) Sample No. Run (ft) Description Overburden Rock Core SDI (JS) Remarks Rig_Number 365794 Hole Number 4006 Surface Elevation

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

Page 72: Drilling Firm: Terracon/ICA/KYTC For: Division of ... · (ft) Sample No. Run (ft) Description Overburden Rock Core SDI (JS) Remarks Rig_Number 365794 Hole Number 4006 Surface Elevation

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

Page 73: Drilling Firm: Terracon/ICA/KYTC For: Division of ... · (ft) Sample No. Run (ft) Description Overburden Rock Core SDI (JS) Remarks Rig_Number 365794 Hole Number 4006 Surface Elevation

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

Page 74: Drilling Firm: Terracon/ICA/KYTC For: Division of ... · (ft) Sample No. Run (ft) Description Overburden Rock Core SDI (JS) Remarks Rig_Number 365794 Hole Number 4006 Surface Elevation

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

Page 75: Drilling Firm: Terracon/ICA/KYTC For: Division of ... · (ft) Sample No. Run (ft) Description Overburden Rock Core SDI (JS) Remarks Rig_Number 365794 Hole Number 4006 Surface Elevation

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

Page 76: Drilling Firm: Terracon/ICA/KYTC For: Division of ... · (ft) Sample No. Run (ft) Description Overburden Rock Core SDI (JS) Remarks Rig_Number 365794 Hole Number 4006 Surface Elevation

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

Page 77: Drilling Firm: Terracon/ICA/KYTC For: Division of ... · (ft) Sample No. Run (ft) Description Overburden Rock Core SDI (JS) Remarks Rig_Number 365794 Hole Number 4006 Surface Elevation

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

Page 78: Drilling Firm: Terracon/ICA/KYTC For: Division of ... · (ft) Sample No. Run (ft) Description Overburden Rock Core SDI (JS) Remarks Rig_Number 365794 Hole Number 4006 Surface Elevation

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

Page 79: Drilling Firm: Terracon/ICA/KYTC For: Division of ... · (ft) Sample No. Run (ft) Description Overburden Rock Core SDI (JS) Remarks Rig_Number 365794 Hole Number 4006 Surface Elevation

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

Page 80: Drilling Firm: Terracon/ICA/KYTC For: Division of ... · (ft) Sample No. Run (ft) Description Overburden Rock Core SDI (JS) Remarks Rig_Number 365794 Hole Number 4006 Surface Elevation

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

Page 81: Drilling Firm: Terracon/ICA/KYTC For: Division of ... · (ft) Sample No. Run (ft) Description Overburden Rock Core SDI (JS) Remarks Rig_Number 365794 Hole Number 4006 Surface Elevation

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

Page 82: Drilling Firm: Terracon/ICA/KYTC For: Division of ... · (ft) Sample No. Run (ft) Description Overburden Rock Core SDI (JS) Remarks Rig_Number 365794 Hole Number 4006 Surface Elevation

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

Page 83: Drilling Firm: Terracon/ICA/KYTC For: Division of ... · (ft) Sample No. Run (ft) Description Overburden Rock Core SDI (JS) Remarks Rig_Number 365794 Hole Number 4006 Surface Elevation

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

Page 84: Drilling Firm: Terracon/ICA/KYTC For: Division of ... · (ft) Sample No. Run (ft) Description Overburden Rock Core SDI (JS) Remarks Rig_Number 365794 Hole Number 4006 Surface Elevation

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

Page 85: Drilling Firm: Terracon/ICA/KYTC For: Division of ... · (ft) Sample No. Run (ft) Description Overburden Rock Core SDI (JS) Remarks Rig_Number 365794 Hole Number 4006 Surface Elevation

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

Page 86: Drilling Firm: Terracon/ICA/KYTC For: Division of ... · (ft) Sample No. Run (ft) Description Overburden Rock Core SDI (JS) Remarks Rig_Number 365794 Hole Number 4006 Surface Elevation

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

Page 87: Drilling Firm: Terracon/ICA/KYTC For: Division of ... · (ft) Sample No. Run (ft) Description Overburden Rock Core SDI (JS) Remarks Rig_Number 365794 Hole Number 4006 Surface Elevation

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

Page 88: Drilling Firm: Terracon/ICA/KYTC For: Division of ... · (ft) Sample No. Run (ft) Description Overburden Rock Core SDI (JS) Remarks Rig_Number 365794 Hole Number 4006 Surface Elevation

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

Page 89: Drilling Firm: Terracon/ICA/KYTC For: Division of ... · (ft) Sample No. Run (ft) Description Overburden Rock Core SDI (JS) Remarks Rig_Number 365794 Hole Number 4006 Surface Elevation

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

Page 90: Drilling Firm: Terracon/ICA/KYTC For: Division of ... · (ft) Sample No. Run (ft) Description Overburden Rock Core SDI (JS) Remarks Rig_Number 365794 Hole Number 4006 Surface Elevation

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

Page 91: Drilling Firm: Terracon/ICA/KYTC For: Division of ... · (ft) Sample No. Run (ft) Description Overburden Rock Core SDI (JS) Remarks Rig_Number 365794 Hole Number 4006 Surface Elevation

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

Page 92: Drilling Firm: Terracon/ICA/KYTC For: Division of ... · (ft) Sample No. Run (ft) Description Overburden Rock Core SDI (JS) Remarks Rig_Number 365794 Hole Number 4006 Surface Elevation

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

Page 93: Drilling Firm: Terracon/ICA/KYTC For: Division of ... · (ft) Sample No. Run (ft) Description Overburden Rock Core SDI (JS) Remarks Rig_Number 365794 Hole Number 4006 Surface Elevation

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

Page 94: Drilling Firm: Terracon/ICA/KYTC For: Division of ... · (ft) Sample No. Run (ft) Description Overburden Rock Core SDI (JS) Remarks Rig_Number 365794 Hole Number 4006 Surface Elevation

(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

Page 95: Drilling Firm: Terracon/ICA/KYTC For: Division of ... · (ft) Sample No. Run (ft) Description Overburden Rock Core SDI (JS) Remarks Rig_Number 365794 Hole Number 4006 Surface Elevation

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

Page 96: Drilling Firm: Terracon/ICA/KYTC For: Division of ... · (ft) Sample No. Run (ft) Description Overburden Rock Core SDI (JS) Remarks Rig_Number 365794 Hole Number 4006 Surface Elevation

(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

Page 97: Drilling Firm: Terracon/ICA/KYTC For: Division of ... · (ft) Sample No. Run (ft) Description Overburden Rock Core SDI (JS) Remarks Rig_Number 365794 Hole Number 4006 Surface Elevation

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

Page 98: Drilling Firm: Terracon/ICA/KYTC For: Division of ... · (ft) Sample No. Run (ft) Description Overburden Rock Core SDI (JS) Remarks Rig_Number 365794 Hole Number 4006 Surface Elevation

(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

Page 99: Drilling Firm: Terracon/ICA/KYTC For: Division of ... · (ft) Sample No. Run (ft) Description Overburden Rock Core SDI (JS) Remarks Rig_Number 365794 Hole Number 4006 Surface Elevation

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

Page 100: Drilling Firm: Terracon/ICA/KYTC For: Division of ... · (ft) Sample No. Run (ft) Description Overburden Rock Core SDI (JS) Remarks Rig_Number 365794 Hole Number 4006 Surface Elevation

(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

Page 101: Drilling Firm: Terracon/ICA/KYTC For: Division of ... · (ft) Sample No. Run (ft) Description Overburden Rock Core SDI (JS) Remarks Rig_Number 365794 Hole Number 4006 Surface Elevation

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

Page 102: Drilling Firm: Terracon/ICA/KYTC For: Division of ... · (ft) Sample No. Run (ft) Description Overburden Rock Core SDI (JS) Remarks Rig_Number 365794 Hole Number 4006 Surface Elevation

(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

Page 103: Drilling Firm: Terracon/ICA/KYTC For: Division of ... · (ft) Sample No. Run (ft) Description Overburden Rock Core SDI (JS) Remarks Rig_Number 365794 Hole Number 4006 Surface Elevation

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

Page 104: Drilling Firm: Terracon/ICA/KYTC For: Division of ... · (ft) Sample No. Run (ft) Description Overburden Rock Core SDI (JS) Remarks Rig_Number 365794 Hole Number 4006 Surface Elevation

(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

Page 105: Drilling Firm: Terracon/ICA/KYTC For: Division of ... · (ft) Sample No. Run (ft) Description Overburden Rock Core SDI (JS) Remarks Rig_Number 365794 Hole Number 4006 Surface Elevation

(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

Page 106: Drilling Firm: Terracon/ICA/KYTC For: Division of ... · (ft) Sample No. Run (ft) Description Overburden Rock Core SDI (JS) Remarks Rig_Number 365794 Hole Number 4006 Surface Elevation

(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

Page 107: Drilling Firm: Terracon/ICA/KYTC For: Division of ... · (ft) Sample No. Run (ft) Description Overburden Rock Core SDI (JS) Remarks Rig_Number 365794 Hole Number 4006 Surface Elevation

(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

Page 108: Drilling Firm: Terracon/ICA/KYTC For: Division of ... · (ft) Sample No. Run (ft) Description Overburden Rock Core SDI (JS) Remarks Rig_Number 365794 Hole Number 4006 Surface Elevation

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

Page 109: Drilling Firm: Terracon/ICA/KYTC For: Division of ... · (ft) Sample No. Run (ft) Description Overburden Rock Core SDI (JS) Remarks Rig_Number 365794 Hole Number 4006 Surface Elevation

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

Page 110: Drilling Firm: Terracon/ICA/KYTC For: Division of ... · (ft) Sample No. Run (ft) Description Overburden Rock Core SDI (JS) Remarks Rig_Number 365794 Hole Number 4006 Surface Elevation

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

Page 111: Drilling Firm: Terracon/ICA/KYTC For: Division of ... · (ft) Sample No. Run (ft) Description Overburden Rock Core SDI (JS) Remarks Rig_Number 365794 Hole Number 4006 Surface Elevation

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

Page 112: Drilling Firm: Terracon/ICA/KYTC For: Division of ... · (ft) Sample No. Run (ft) Description Overburden Rock Core SDI (JS) Remarks Rig_Number 365794 Hole Number 4006 Surface Elevation

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

Page 113: Drilling Firm: Terracon/ICA/KYTC For: Division of ... · (ft) Sample No. Run (ft) Description Overburden Rock Core SDI (JS) Remarks Rig_Number 365794 Hole Number 4006 Surface Elevation

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

Page 114: Drilling Firm: Terracon/ICA/KYTC For: Division of ... · (ft) Sample No. Run (ft) Description Overburden Rock Core SDI (JS) Remarks Rig_Number 365794 Hole Number 4006 Surface Elevation

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

Page 115: Drilling Firm: Terracon/ICA/KYTC For: Division of ... · (ft) Sample No. Run (ft) Description Overburden Rock Core SDI (JS) Remarks Rig_Number 365794 Hole Number 4006 Surface Elevation

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

Page 116: Drilling Firm: Terracon/ICA/KYTC For: Division of ... · (ft) Sample No. Run (ft) Description Overburden Rock Core SDI (JS) Remarks Rig_Number 365794 Hole Number 4006 Surface Elevation

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

Page 117: Drilling Firm: Terracon/ICA/KYTC For: Division of ... · (ft) Sample No. Run (ft) Description Overburden Rock Core SDI (JS) Remarks Rig_Number 365794 Hole Number 4006 Surface Elevation

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

Page 118: Drilling Firm: Terracon/ICA/KYTC For: Division of ... · (ft) Sample No. Run (ft) Description Overburden Rock Core SDI (JS) Remarks Rig_Number 365794 Hole Number 4006 Surface Elevation

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

Page 119: Drilling Firm: Terracon/ICA/KYTC For: Division of ... · (ft) Sample No. Run (ft) Description Overburden Rock Core SDI (JS) Remarks Rig_Number 365794 Hole Number 4006 Surface Elevation

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

Page 120: Drilling Firm: Terracon/ICA/KYTC For: Division of ... · (ft) Sample No. Run (ft) Description Overburden Rock Core SDI (JS) Remarks Rig_Number 365794 Hole Number 4006 Surface Elevation

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

Page 121: Drilling Firm: Terracon/ICA/KYTC For: Division of ... · (ft) Sample No. Run (ft) Description Overburden Rock Core SDI (JS) Remarks Rig_Number 365794 Hole Number 4006 Surface Elevation

Buchanan, Deron

N/A

Page 122: Drilling Firm: Terracon/ICA/KYTC For: Division of ... · (ft) Sample No. Run (ft) Description Overburden Rock Core SDI (JS) Remarks Rig_Number 365794 Hole Number 4006 Surface Elevation

Buchanan, Deron

N/A N/A

Page 123: Drilling Firm: Terracon/ICA/KYTC For: Division of ... · (ft) Sample No. Run (ft) Description Overburden Rock Core SDI (JS) Remarks Rig_Number 365794 Hole Number 4006 Surface Elevation

Buchanan, Deron

N/A

Page 124: Drilling Firm: Terracon/ICA/KYTC For: Division of ... · (ft) Sample No. Run (ft) Description Overburden Rock Core SDI (JS) Remarks Rig_Number 365794 Hole Number 4006 Surface Elevation

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

Page 125: Drilling Firm: Terracon/ICA/KYTC For: Division of ... · (ft) Sample No. Run (ft) Description Overburden Rock Core SDI (JS) Remarks Rig_Number 365794 Hole Number 4006 Surface Elevation

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

Page 126: Drilling Firm: Terracon/ICA/KYTC For: Division of ... · (ft) Sample No. Run (ft) Description Overburden Rock Core SDI (JS) Remarks Rig_Number 365794 Hole Number 4006 Surface Elevation

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

Page 127: Drilling Firm: Terracon/ICA/KYTC For: Division of ... · (ft) Sample No. Run (ft) Description Overburden Rock Core SDI (JS) Remarks Rig_Number 365794 Hole Number 4006 Surface Elevation

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

Page 128: Drilling Firm: Terracon/ICA/KYTC For: Division of ... · (ft) Sample No. Run (ft) Description Overburden Rock Core SDI (JS) Remarks Rig_Number 365794 Hole Number 4006 Surface Elevation

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

Page 129: Drilling Firm: Terracon/ICA/KYTC For: Division of ... · (ft) Sample No. Run (ft) Description Overburden Rock Core SDI (JS) Remarks Rig_Number 365794 Hole Number 4006 Surface Elevation

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

Page 130: Drilling Firm: Terracon/ICA/KYTC For: Division of ... · (ft) Sample No. Run (ft) Description Overburden Rock Core SDI (JS) Remarks Rig_Number 365794 Hole Number 4006 Surface Elevation

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

Page 131: Drilling Firm: Terracon/ICA/KYTC For: Division of ... · (ft) Sample No. Run (ft) Description Overburden Rock Core SDI (JS) Remarks Rig_Number 365794 Hole Number 4006 Surface Elevation

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

Page 132: Drilling Firm: Terracon/ICA/KYTC For: Division of ... · (ft) Sample No. Run (ft) Description Overburden Rock Core SDI (JS) Remarks Rig_Number 365794 Hole Number 4006 Surface Elevation

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

Page 133: Drilling Firm: Terracon/ICA/KYTC For: Division of ... · (ft) Sample No. Run (ft) Description Overburden Rock Core SDI (JS) Remarks Rig_Number 365794 Hole Number 4006 Surface Elevation

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

Page 134: Drilling Firm: Terracon/ICA/KYTC For: Division of ... · (ft) Sample No. Run (ft) Description Overburden Rock Core SDI (JS) Remarks Rig_Number 365794 Hole Number 4006 Surface Elevation

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

Page 135: Drilling Firm: Terracon/ICA/KYTC For: Division of ... · (ft) Sample No. Run (ft) Description Overburden Rock Core SDI (JS) Remarks Rig_Number 365794 Hole Number 4006 Surface Elevation

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

Page 136: Drilling Firm: Terracon/ICA/KYTC For: Division of ... · (ft) Sample No. Run (ft) Description Overburden Rock Core SDI (JS) Remarks Rig_Number 365794 Hole Number 4006 Surface Elevation

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

Page 137: Drilling Firm: Terracon/ICA/KYTC For: Division of ... · (ft) Sample No. Run (ft) Description Overburden Rock Core SDI (JS) Remarks Rig_Number 365794 Hole Number 4006 Surface Elevation

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

Page 138: Drilling Firm: Terracon/ICA/KYTC For: Division of ... · (ft) Sample No. Run (ft) Description Overburden Rock Core SDI (JS) Remarks Rig_Number 365794 Hole Number 4006 Surface Elevation

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

Page 139: Drilling Firm: Terracon/ICA/KYTC For: Division of ... · (ft) Sample No. Run (ft) Description Overburden Rock Core SDI (JS) Remarks Rig_Number 365794 Hole Number 4006 Surface Elevation

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

Page 140: Drilling Firm: Terracon/ICA/KYTC For: Division of ... · (ft) Sample No. Run (ft) Description Overburden Rock Core SDI (JS) Remarks Rig_Number 365794 Hole Number 4006 Surface Elevation

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

Page 141: Drilling Firm: Terracon/ICA/KYTC For: Division of ... · (ft) Sample No. Run (ft) Description Overburden Rock Core SDI (JS) Remarks Rig_Number 365794 Hole Number 4006 Surface Elevation

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

Page 142: Drilling Firm: Terracon/ICA/KYTC For: Division of ... · (ft) Sample No. Run (ft) Description Overburden Rock Core SDI (JS) Remarks Rig_Number 365794 Hole Number 4006 Surface Elevation

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

Page 143: Drilling Firm: Terracon/ICA/KYTC For: Division of ... · (ft) Sample No. Run (ft) Description Overburden Rock Core SDI (JS) Remarks Rig_Number 365794 Hole Number 4006 Surface Elevation

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

Page 144: Drilling Firm: Terracon/ICA/KYTC For: Division of ... · (ft) Sample No. Run (ft) Description Overburden Rock Core SDI (JS) Remarks Rig_Number 365794 Hole Number 4006 Surface Elevation

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

Page 145: Drilling Firm: Terracon/ICA/KYTC For: Division of ... · (ft) Sample No. Run (ft) Description Overburden Rock Core SDI (JS) Remarks Rig_Number 365794 Hole Number 4006 Surface Elevation

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

Page 146: Drilling Firm: Terracon/ICA/KYTC For: Division of ... · (ft) Sample No. Run (ft) Description Overburden Rock Core SDI (JS) Remarks Rig_Number 365794 Hole Number 4006 Surface Elevation

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

Page 147: Drilling Firm: Terracon/ICA/KYTC For: Division of ... · (ft) Sample No. Run (ft) Description Overburden Rock Core SDI (JS) Remarks Rig_Number 365794 Hole Number 4006 Surface Elevation

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

Page 148: Drilling Firm: Terracon/ICA/KYTC For: Division of ... · (ft) Sample No. Run (ft) Description Overburden Rock Core SDI (JS) Remarks Rig_Number 365794 Hole Number 4006 Surface Elevation

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

Page 149: Drilling Firm: Terracon/ICA/KYTC For: Division of ... · (ft) Sample No. Run (ft) Description Overburden Rock Core SDI (JS) Remarks Rig_Number 365794 Hole Number 4006 Surface Elevation

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

Page 150: Drilling Firm: Terracon/ICA/KYTC For: Division of ... · (ft) Sample No. Run (ft) Description Overburden Rock Core SDI (JS) Remarks Rig_Number 365794 Hole Number 4006 Surface Elevation

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

Page 151: Drilling Firm: Terracon/ICA/KYTC For: Division of ... · (ft) Sample No. Run (ft) Description Overburden Rock Core SDI (JS) Remarks Rig_Number 365794 Hole Number 4006 Surface Elevation

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

Page 152: Drilling Firm: Terracon/ICA/KYTC For: Division of ... · (ft) Sample No. Run (ft) Description Overburden Rock Core SDI (JS) Remarks Rig_Number 365794 Hole Number 4006 Surface Elevation

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

Page 153: Drilling Firm: Terracon/ICA/KYTC For: Division of ... · (ft) Sample No. Run (ft) Description Overburden Rock Core SDI (JS) Remarks Rig_Number 365794 Hole Number 4006 Surface Elevation

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

Page 154: Drilling Firm: Terracon/ICA/KYTC For: Division of ... · (ft) Sample No. Run (ft) Description Overburden Rock Core SDI (JS) Remarks Rig_Number 365794 Hole Number 4006 Surface Elevation

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

Page 155: Drilling Firm: Terracon/ICA/KYTC For: Division of ... · (ft) Sample No. Run (ft) Description Overburden Rock Core SDI (JS) Remarks Rig_Number 365794 Hole Number 4006 Surface Elevation

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

Page 156: Drilling Firm: Terracon/ICA/KYTC For: Division of ... · (ft) Sample No. Run (ft) Description Overburden Rock Core SDI (JS) Remarks Rig_Number 365794 Hole Number 4006 Surface Elevation

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

Page 157: Drilling Firm: Terracon/ICA/KYTC For: Division of ... · (ft) Sample No. Run (ft) Description Overburden Rock Core SDI (JS) Remarks Rig_Number 365794 Hole Number 4006 Surface Elevation

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

Page 158: Drilling Firm: Terracon/ICA/KYTC For: Division of ... · (ft) Sample No. Run (ft) Description Overburden Rock Core SDI (JS) Remarks Rig_Number 365794 Hole Number 4006 Surface Elevation

0 100 200 300 400 500

qc [ksf]

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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)

Page 159: Drilling Firm: Terracon/ICA/KYTC For: Division of ... · (ft) Sample No. Run (ft) Description Overburden Rock Core SDI (JS) Remarks Rig_Number 365794 Hole Number 4006 Surface Elevation

0 100 200 300 400 500

qc [ksf]

0

5

10

15

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30

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45

50

55

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85

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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)

Page 160: Drilling Firm: Terracon/ICA/KYTC For: Division of ... · (ft) Sample No. Run (ft) Description Overburden Rock Core SDI (JS) Remarks Rig_Number 365794 Hole Number 4006 Surface Elevation

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)

Page 161: Drilling Firm: Terracon/ICA/KYTC For: Division of ... · (ft) Sample No. Run (ft) Description Overburden Rock Core SDI (JS) Remarks Rig_Number 365794 Hole Number 4006 Surface Elevation

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)

Page 162: Drilling Firm: Terracon/ICA/KYTC For: Division of ... · (ft) Sample No. Run (ft) Description Overburden Rock Core SDI (JS) Remarks Rig_Number 365794 Hole Number 4006 Surface Elevation

0 100 200 300 400 500

qc [ksf]

0

5

10

15

20

25

30

35

40

45

50

55

60

65

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85

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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)

Page 163: Drilling Firm: Terracon/ICA/KYTC For: Division of ... · (ft) Sample No. Run (ft) Description Overburden Rock Core SDI (JS) Remarks Rig_Number 365794 Hole Number 4006 Surface Elevation

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)

Page 164: Drilling Firm: Terracon/ICA/KYTC For: Division of ... · (ft) Sample No. Run (ft) Description Overburden Rock Core SDI (JS) Remarks Rig_Number 365794 Hole Number 4006 Surface Elevation

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)

Page 165: Drilling Firm: Terracon/ICA/KYTC For: Division of ... · (ft) Sample No. Run (ft) Description Overburden Rock Core SDI (JS) Remarks Rig_Number 365794 Hole Number 4006 Surface Elevation

0 100 200 300 400 500

qc [ksf]

0

5

10

15

20

25

30

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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)

Page 166: Drilling Firm: Terracon/ICA/KYTC For: Division of ... · (ft) Sample No. Run (ft) Description Overburden Rock Core SDI (JS) Remarks Rig_Number 365794 Hole Number 4006 Surface Elevation

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)

Page 167: Drilling Firm: Terracon/ICA/KYTC For: Division of ... · (ft) Sample No. Run (ft) Description Overburden Rock Core SDI (JS) Remarks Rig_Number 365794 Hole Number 4006 Surface Elevation

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

Page 168: Drilling Firm: Terracon/ICA/KYTC For: Division of ... · (ft) Sample No. Run (ft) Description Overburden Rock Core SDI (JS) Remarks Rig_Number 365794 Hole Number 4006 Surface Elevation

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)

Page 169: Drilling Firm: Terracon/ICA/KYTC For: Division of ... · (ft) Sample No. Run (ft) Description Overburden Rock Core SDI (JS) Remarks Rig_Number 365794 Hole Number 4006 Surface Elevation

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-7.710 2 4 6 8

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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)

Page 170: Drilling Firm: Terracon/ICA/KYTC For: Division of ... · (ft) Sample No. Run (ft) Description Overburden Rock Core SDI (JS) Remarks Rig_Number 365794 Hole Number 4006 Surface Elevation

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-7.610 2 4 6 8

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-2 0 2 4 6 8 10

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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)

Page 171: Drilling Firm: Terracon/ICA/KYTC For: Division of ... · (ft) Sample No. Run (ft) Description Overburden Rock Core SDI (JS) Remarks Rig_Number 365794 Hole Number 4006 Surface Elevation

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-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

Page 172: Drilling Firm: Terracon/ICA/KYTC For: Division of ... · (ft) Sample No. Run (ft) Description Overburden Rock Core SDI (JS) Remarks Rig_Number 365794 Hole Number 4006 Surface Elevation

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-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

Page 173: Drilling Firm: Terracon/ICA/KYTC For: Division of ... · (ft) Sample No. Run (ft) Description Overburden Rock Core SDI (JS) Remarks Rig_Number 365794 Hole Number 4006 Surface Elevation

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-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)

Page 174: Drilling Firm: Terracon/ICA/KYTC For: Division of ... · (ft) Sample No. Run (ft) Description Overburden Rock Core SDI (JS) Remarks Rig_Number 365794 Hole Number 4006 Surface Elevation

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d s

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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

Page 175: Drilling Firm: Terracon/ICA/KYTC For: Division of ... · (ft) Sample No. Run (ft) Description Overburden Rock Core SDI (JS) Remarks Rig_Number 365794 Hole Number 4006 Surface Elevation

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-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)

Page 176: Drilling Firm: Terracon/ICA/KYTC For: Division of ... · (ft) Sample No. Run (ft) Description Overburden Rock Core SDI (JS) Remarks Rig_Number 365794 Hole Number 4006 Surface Elevation

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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)

Page 177: Drilling Firm: Terracon/ICA/KYTC For: Division of ... · (ft) Sample No. Run (ft) Description Overburden Rock Core SDI (JS) Remarks Rig_Number 365794 Hole Number 4006 Surface Elevation

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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)

Page 178: Drilling Firm: Terracon/ICA/KYTC For: Division of ... · (ft) Sample No. Run (ft) Description Overburden Rock Core SDI (JS) Remarks Rig_Number 365794 Hole Number 4006 Surface Elevation

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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)

Page 179: Drilling Firm: Terracon/ICA/KYTC For: Division of ... · (ft) Sample No. Run (ft) Description Overburden Rock Core SDI (JS) Remarks Rig_Number 365794 Hole Number 4006 Surface Elevation

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d s

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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)

Page 180: Drilling Firm: Terracon/ICA/KYTC For: Division of ... · (ft) Sample No. Run (ft) Description Overburden Rock Core SDI (JS) Remarks Rig_Number 365794 Hole Number 4006 Surface Elevation

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d s

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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)

Page 181: Drilling Firm: Terracon/ICA/KYTC For: Division of ... · (ft) Sample No. Run (ft) Description Overburden Rock Core SDI (JS) Remarks Rig_Number 365794 Hole Number 4006 Surface Elevation

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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)

Page 182: Drilling Firm: Terracon/ICA/KYTC For: Division of ... · (ft) Sample No. Run (ft) Description Overburden Rock Core SDI (JS) Remarks Rig_Number 365794 Hole Number 4006 Surface Elevation

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Dep

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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)

Page 183: Drilling Firm: Terracon/ICA/KYTC For: Division of ... · (ft) Sample No. Run (ft) Description Overburden Rock Core SDI (JS) Remarks Rig_Number 365794 Hole Number 4006 Surface Elevation

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d s

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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)

Page 184: Drilling Firm: Terracon/ICA/KYTC For: Division of ... · (ft) Sample No. Run (ft) Description Overburden Rock Core SDI (JS) Remarks Rig_Number 365794 Hole Number 4006 Surface Elevation

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-14.600 2 4 6 8

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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)

Page 185: Drilling Firm: Terracon/ICA/KYTC For: Division of ... · (ft) Sample No. Run (ft) Description Overburden Rock Core SDI (JS) Remarks Rig_Number 365794 Hole Number 4006 Surface Elevation

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-13.350 2 4 6 8

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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)

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-14.210 2 4 6 8

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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)

Page 187: Drilling Firm: Terracon/ICA/KYTC For: Division of ... · (ft) Sample No. Run (ft) Description Overburden Rock Core SDI (JS) Remarks Rig_Number 365794 Hole Number 4006 Surface Elevation

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-11.710 2 4 6 8

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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)

Page 188: Drilling Firm: Terracon/ICA/KYTC For: Division of ... · (ft) Sample No. Run (ft) Description Overburden Rock Core SDI (JS) Remarks Rig_Number 365794 Hole Number 4006 Surface Elevation

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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)

Page 189: Drilling Firm: Terracon/ICA/KYTC For: Division of ... · (ft) Sample No. Run (ft) Description Overburden Rock Core SDI (JS) Remarks Rig_Number 365794 Hole Number 4006 Surface Elevation

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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)