driller’s logs 2010 geotechnical...

Driller’s Logs

2010 Geotechnical Investigation

SS-1

SS-2

SS-3

ST-1SS-4

ST-2

ST-3

ST-4

ST-5

ST-6

3.0-4.5

9.5-11.0

14.5-16.0

19.5-20.320.3-21.8

24.5-26.5

29.5-31.5

34.5-36.5

39.5-41.5

44.4-46.4

12-7-8

6-12-9

3-5-5

3-1-3

SPT

SPT

SPT

STSPT

ST

ST

ST

ST

ST

2" surface & 1" base.

Brown, gray and red, silt with gravel.

Brown, silty clay with gravel.

Gray, silty clay.

Gray, red and brown, finely micaceous clay.

379.6

362.0

356.6

336.8

0.3

17.8

23.2

43.0

0.5

0.5

0.9

0.80.4

2.0

2.0

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 sample

Rec(%)

Rec.(ft)

SampleNo.

Run(ft)

Description

Overburden

Rock CoreSDI(JS)

Remarks

Rig_Number 365794

Hole Number 2102

Surface Elevation 379.8'

Total Depth 92.9'

End Date 09/21/2010

Latitude(83) 36.801817

Longitude(83) -87.984057

Start Date 09/20/2010

Location 3142+60.00 75.0' Rt.

Printed: 10/27/14

Page 1 of 3

Drilling Firm: Terracon/ICA/KYTCFor: Division of Structural Design Geotechnical Branch

Project Type: Structure Addendum State Bridge

Project Manager: Darrin Beckett

Project ID: SA-014-2010

Item Number: 01-0180.60

Trigg - US-68

Lake Barkley

ST-7ST-7

ST-8

ST-9

SS-5

ST-10

SS-6

SS-7

SS-8

SS-9

49.4-51.449.4-51.4

54.4-56.4

59.4-61.4

66.4-67.9

69.4-71.4

74.4-75.9

81.4-82.9

84.4-85.9

91.4-92.9

11-10-11

12-7-6

9-7-7

7-11-5

4-8-15

STST

ST

ST

SPT

ST

SPT

SPT

SPT

SPT

Gray, red and brown, finely micaceous clay.

Brown, silty clay with gravel.

Red, clayey silt with fine gravel.

Red and brown, silty clay with sand.

321.9

301.1

291.1

286.9

57.9

78.7

88.7

92.9

(Bottom of Hole 92.9') (No Refusal)

2.02.0

2.0

0.5

0.4

2.0

1.5

0.5

1.2

1.3






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 2102


Total Depth 92.9'

End Date 09/21/2010

Latitude(83) 36.801817

Longitude(83) -87.984057


Location 3142+60.00 75.0' Rt.

Printed: 10/27/14

Page 2 of 3






Trigg - US-68

Lake Barkley

Attempted Shelby Tube @ 3.0', 9.5', 14.5', 66.4', 74.4', 81.4' &91.4' - no recovery.






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 2102


Total Depth 92.9'

End Date 09/21/2010

Latitude(83) 36.801817

Longitude(83) -87.984057


Location 3142+60.00 75.0' Rt.

Printed: 10/27/14

Page 3 of 3






Trigg - US-68

Lake Barkley

SS-1

SS-2

ST-1

ST-2

ST-3

ST-4

ST-5

ST-6

ST-7

ST-8

2.7-4.2

7.7-9.2

14.2-16.2

19.2-21.2

24.2-26.2

29.2-31.2

34.2-36.2

39.2-41.2

44.2-46.2

49.2-51.2

5-7-9

5-1-1

SPT

SPT

ST

ST

ST

ST

ST

ST

ST

ST

Red, brown and gray, clay with gravel.

Brown, clay.

Brown and gray, clay.

363.9

343.9

17.7

37.7

0.5

0.3

1.7

1.7

1.2

1.0

1.0

2.0

2.0

2.0






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 2104


Total Depth 110.7'

End Date 09/22/2010

Latitude(83) 36.801523

Longitude(83) -87.982977


Location 3146+94.00 65.0' Rt.

Printed: 10/27/14

Page 1 of 3






Trigg - US-68

Lake Barkley

ST-8

ST-9

SS-3

SS-4

SS-5

SS-6

SS-7

SS-8

ST-10

ST-11

ST-12

49.2-51.2

54.2-56.2

59.2-60.7

64.2-65.7

69.2-70.7

74.2-75.7

79.2-80.7

84.2-85.7

89.2-91.2

94.2-96.2

99.2-99.5

5-11-10

5-10-8

12-6-5

32-29-23

22-21-18

4-11-11

ST

ST

SPT

SPT

SPT

SPT

SPT

SPT

ST

ST

ST

Brown and gray, clay.

Red and brown, silty clay.

Brown, silty sand with gravel.

Brown, sand with gravel.

Gray, silty sand with gravel.

Gray, silty clay.

Gray, silty clay with gravel.

328.9

323.9

314.1

304.1

294.1

283.9

52.7

57.7

67.5

77.5

87.5

97.7

2.0

2.0

1.0

0.9

1.0

1.1

0.9

1.2

2.0

1.5

0.3






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 2104


Total Depth 110.7'

End Date 09/22/2010

Latitude(83) 36.801523

Longitude(83) -87.982977


Location 3146+94.00 65.0' Rt.

Printed: 10/27/14

Page 2 of 3






Trigg - US-68

Lake Barkley

SS-9

SS-10

SS-11

99.5-101.0

104.2-105.7

109.2-110.7

22-17-1422-17-14

8-8-8

2-3-2

SPT

SPT

SPT

Gray, silty clay with gravel.

Gray, silty sand with gravel.

Red and brown, clay with gravel.

279.0

274.1

270.9

102.6

107.5

110.7


Attempted Shelby Tube @ 59.2', 64.2', 69.2', 74.2' & 79.2' - norecovery.

0.8

0.1

0.8






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 2104


Total Depth 110.7'

End Date 09/22/2010

Latitude(83) 36.801523

Longitude(83) -87.982977


Location 3146+94.00 65.0' Rt.

Printed: 10/27/14

Page 3 of 3






Trigg - US-68

Lake Barkley

SS-1

SS-2

ST-1

ST-2

ST-3

ST-4

ST-5

ST-6

ST-7

3.1-4.6

10.1-11.6

14.6-16.6

19.6-21.6

24.6-26.6

29.6-31.6

36.6-38.6

39.6-41.6

44.6-46.6

4-3-4

4-2-3

SPT

SPT

ST

ST

ST

ST

ST

ST

ST

Red, brown and gray, clay with rock fragments.

Gray, clay.

Gray, clay with coarse sand.

Gray, clay with silt.

Brown, gray and red, clay.

363.8

348.8

342.8

333.8

13.1

28.1

34.1

43.1

1.0

0.2

1.4

2.0

2.0

2.0

2.0

2.0

1.5






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 2105


Total Depth 96.1'

End Date 09/27/2010

Latitude(83) 36.798520

Longitude(83) -87.971990


Location 3180+91.00 131.0' Rt.

Printed: 10/27/14

Page 1 of 3






Trigg - US-68

Lake Barkley

ST-8ST-8

ST-9

ST-10

ST-11

ST-12

SS-3

SS-4

SS-5

SS-6

SS-7

49.6-51.649.6-51.6

54.6-56.6

59.6-61.6

64.6-66.6

69.6-71.6

76.6-78.1

81.6-83.1

84.6-86.1

89.6-91.1

94.6-96.1

2-3-2

1-4-6

28-30-30

23-27-32

11-14-14

STST

ST

ST

ST

ST

SPT

SPT

SPT

SPT

SPT

Brown, gray and red, clay.

Gray, clayey silt.

Brown, silty fine sand.

Brown and gray, fine sand.

Brown, sand with gravel.

318.8

313.8

302.8

293.0

280.8

58.1

63.1

74.1

83.9

96.1

0.60.6

2.0

1.2

2.0

2.0

0.6

1.0

1.2

1.5

0.8






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 2105


Total Depth 96.1'

End Date 09/27/2010

Latitude(83) 36.798520

Longitude(83) -87.971990


Location 3180+91.00 131.0' Rt.

Printed: 10/27/14

Page 2 of 3






Trigg - US-68

Lake Barkley


Attempted Shelby Tube @ 3.1', 10.1', 76.6', 81.6', 84.6' & 89.6'- no recovery.






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 2105


Total Depth 96.1'

End Date 09/27/2010

Latitude(83) 36.798520

Longitude(83) -87.971990


Location 3180+91.00 131.0' Rt.

Printed: 10/27/14

Page 3 of 3






Trigg - US-68

Lake Barkley

SS-1

SS-2

ST-1

ST-2

ST-3

ST-4

ST-5

ST-6

SS-3

3.0-4.5

10.0-11.5

14.5-16.5

19.5-21.5

24.5-26.5

29.5-31.5

34.5-36.5

39.5-41.5

44.5-46.0

11-7-7

6-2-1

2-3-3

SPT

SPT

ST

ST

ST

ST

ST

ST

SPT

Red and brown, clay with gravel.

Rock fragments.

Dark gray, clay.

Gray, silty clay.

Brown, clayey silt.

Fine, brown, silty sand.

Fine, brown, silty clay.

369.0

363.3

343.3

338.3

333.3

328.5

7.3

13.0

33.0

38.0

43.0

47.8

1.1

0.1

2.0

2.0

1.7

1.8

2.0

2.0

1.2






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 2109


Total Depth 61.5'

End Date 09/25/2010

Latitude(83) 36.798350

Longitude(83) -87.971238


Location 3183+16.00 123.0' Rt.

Printed: 10/27/14

Page 1 of 2






Trigg - US-68

Lake Barkley

ST-7ST-7

ST-8

ST-9

49.5-51.549.5-51.5

54.5-56.5

59.5-61.5

STST

ST

ST

Fine, brown, silty clay.

Fine, silty sand.

318.3

314.8

58.0

61.5


Attempted Shelby Tube @ 3.0', 10.0' & 48.6' - no recovery.

2.02.0

2.0

2.0






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 2109


Total Depth 61.5'

End Date 09/25/2010

Latitude(83) 36.798350

Longitude(83) -87.971238


Location 3183+16.00 123.0' Rt.

Printed: 10/27/14

Page 2 of 2






Trigg - US-68

Lake Barkley

CPT Logs


0 50 100 150 200 250 300qc [ksf]

0

5

10

15

20

25

30

35

40

45

50

55

60

65

70

75

80

85

90

95

100

Dep

thB

elow

Gro

und

Surf

ace

Lev

el(f

t)

0 2 4 6 8fs [ksf]

-2 0 2 4 6 8 10u2 [ksf]

0 2 4 6 8 10Rf [%]

Test no:2102

Project ID:N1105184

Client:Kentucky Transportation Cabinet

Project:Lake Bridges US68/KY 80

LOG OF CONE PENETRATION TEST

Position:X: 314470.01 ft, Y: 45.01 ft

Location:Lawrence Bridge Causeway

Ground level:379.99

Date:9/27/2010

Scale:1 : 145

Page:1/1

Fig:

File:C-2102_S.cpd

U2

Sleeve area [cm2]: 150Tip area [cm2]: 10Cone No: 4202

Classification byRobertson 1986

Sand to silty sand (8)Clay (3)Silty sand to sandy silt (7)Sandy silt to clayey silt (6)Clay (3)

Clay (3)

Clay (3)

Clay (3)

Clay (3)

Clay (3)Silty clay to clay (4)Silty clay to clay (4)Clay (3)

Silty clay to clay (4)Clayey silt to silty clay (5)

Clayey silt to silty clay (5)

Clay (3)

Clayey silt to silty clay (5)Very stiff fine grained (11)

Silty clay to clay (4)Clayey silt to silty clay (5)


Clayey silt to silty clay (5)Clay (3)Clayey silt to silty clay (5)

Very stiff fine grained (11)

Clayey silt to silty clay (5)Clay (3)Clayey silt to silty clay (5)

Sandy silt to clayey silt (6)

Refusal-drilled/cased to 70.25 feet

Gravelly sand to sand (10)

Very stiff fine grained (11)

0 50 100 150 200 250 300qc [ksf]

0

5

10

15

20

25

30

35

40

45

50

55

60

65

70

75

80

85

90

95

100

Dep

thB

elow

Gro

und

Surf

ace

Lev

el(f

t)

0 2 4 6 8fs [ksf]

-2 0 2 4 6 8 10u2 [ksf]

0 2 4 6 8 10Rf [%]

Test no:1

Project ID:N1105184




Position:X: 314764.01 ft, Y: 58.99 ft


Ground level:381.69

Date:9/28/2010

Scale:1 : 145

Page:1/1

Fig:

File:C-2104_S.cpd

U2



Clay (3)

Clay (3)Sandy silt to clayey silt (6)

Clay (3)

Clay (3)Sand to silty sand (8)

Clay (3)

Clay (3)

Silty clay to clay (4)





Clay (3)Clayey silt to silty clay (5)Sandy silt to clayey silt (6)

0 50 100 150 200 250 300qc [ksf]

0

5

10

15

20

25

30

35

40

45

50

55

60

65

70

75

80

85

90

95

100

Dep

thB

elow

Gro

und

Surf

ace

Lev

el(f

t)

0 2 4 6 8fs [ksf]

-2 0 2 4 6 8 10u2 [ksf]

0 2 4 6 8 10Rf [%]

Test no:C2104B

Project ID:N1105184




Position:X: 314769.00 ft, Y: 58.99 ft


Ground level:381.69

Date:9/29/2010

Scale:1 : 145

Page:1/1

Fig:

File:C-2104B.cpd

U2



Silty sand to sandy silt (7)Clay (3)Sandy silt to clayey silt (6)

Clay (3)

Clay (3)

Clay (3)

Sand to silty sand (8)

Clay (3)

Clay (3)

Clay (3)Silty clay to clay (4)



Clay (3)

Sandy silt to clayey silt (6)Clayey silt to silty clay (5)Clay (3)





Silty clay to clay (4)Gravelly sand to sand (10)Sand (9)Sand (9)


Sand (9)




0 50 100 150 200 250 300qc [ksf]

0

5

10

15

20

25

30

35

40

45

50

55

60

65

70

75

80

85

90

95

100

Dep

thB

elow

Gro

und

Surf

ace

Lev

el(f

t)

0 2 4 6 8fs [ksf]

-2 0 2 4 6 8 10u2 [ksf]

0 2 4 6 8 10Rf [%]

Test no:C-2105_S

Project ID:N1105184




Position:X: 318029.99 ft, Y: 160.01 ft


Ground level:376.90

Date:9/28/2010

Scale:1 : 145

Page:1/1

Fig:

File:C-2105_S.cpd


Silty sand to sandy silt (7)

Clay (3)

Silty sand to sandy silt (7)Clayey silt to silty clay (5)

Clay (3)



Clay (3)

Clay (3)Silty clay to clay (4)

Clay (3)


Clayey silt to silty clay (5)Silty clay to clay (4)



Clay (3)




Sandy silt to clayey silt (6)Sandy silt to clayey silt (6)Clayey silt to silty clay (5)


Clayey silt to silty clay (5)Sandy silt to clayey silt (6)

Silty sand to sandy silt (7)Sand to silty sand (8)Sand to silty sand (8)

Sand (9)Sand (9)Sand to silty sand (8)


Sand (9)Sand to silty sand (8)Sand (9)


0 50 100 150 200 250 300qc [ksf]

0

5

10

15

20

25

30

35

40

45

50

55

60

65

70

75

80

85

90

95

100

Dep

thB

elow

Gro

und

Surf

ace

Lev

el(f

t)

0 2 4 6 8fs [ksf]

-2 0 2 4 6 8 10u2 [ksf]

0 2 4 6 8 10Rf [%]

Test no:C2109S

Project ID:N1105184




Position:X: 318308.99 ft, Y: 158.01 ft


Ground level:376.31

Date:9/28/2010

Scale:1 : 145

Page:1/1

Fig:

File:C-2109_S.cpd

U2



Clay (3)

Clay (3)

Clay (3)

Clay (3)

Clay (3)


Sandy silt to clayey silt (6)Clayey silt to silty clay (5)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)Sandy silt to clayey silt (6)Sand to silty sand (8)



Driller’s Logs


Logs are in METRIC

Geologist’s Logs


Logs are in METRIC

driller’s logs 2010 geotechnical...

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