(r-034-2008) memorandum branch managertransportation.ky.gov/construction-procurement/project...

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(R-034-2008) MEMORANDUM TO: Jeff Jasper, P.E. Division of Highway Design FROM: William Broyles, P.E. Geotechnical Engineering Branch Manager BY: Christopher Slone, P.E. Geotechnical Engineering Roadway Section DATE: September 17, 2008 SUBJECT: Hardin County Median Cable Barrier System I-65 Mileposts 91.086 to 100.509 Item # 4-2801.00 Cable Barrier Anchor Testing Drilling activities were completed in Mid-August 2008. The summary of soil conditions represents soils within stated project limits. Plans were not accessible at the time of the drilling and mileposts are used instead. Boring locations were spaced approximately at half-mile intervals. At each hole in which refusal was not encountered, a SPT sample was driven and the associated blow counts were recorded. All information related to each boring can be found on the drilling log. The log contains the depth of hole, SPT values, soil description and classifications, naturalmoisture value, and whether refusal was encountered. The water table was not located on the project. Refusal was encountered due to limestone at the accompanying depths. The average Frost Depth for Kentucky is 2.0 feet. If there are any questions, please contact the Geotechnical Branch at (502) 564-2374. Attachments:

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(R-034-2008)

MEMORANDUM

TO: Jeff Jasper, P.E.Division of Highway Design

FROM: William Broyles, P.E.Geotechnical Engineering

Branch Manager

BY: Christopher Slone, P.E.Geotechnical Engineering

Roadway Section

DATE: September 17, 2008

SUBJECT: Hardin CountyMedian Cable Barrier System I-65Mileposts 91.086 to 100.509Item # 4-2801.00Cable Barrier Anchor Testing

Drilling activities were completed in Mid-August 2008. The summary of soil conditions represents soils within stated project limits. Plans were not accessible at the time of the drilling and mileposts are used instead. Boring locations were spaced approximately at half-mile intervals. At each hole in which refusal was not encountered, a SPT sample was driven and the associated blow counts were recorded. All information related to each boring can be found on the drilling log. The log contains the depth of hole, SPT values, soil description and classifications, naturalmoisture value, and whether refusal was encountered. The water table was not located on the project. Refusal was encountered due to limestone at the accompanying depths.

The average Frost Depth for Kentucky is 2.0 feet.

If there are any questions, please contact the Geotechnical Branch at (502) 564-2374.

Attachments:

KENTUCKY TRANSPORTATION CABINET

DIVISION OF MATERIALSGEOTECHNICAL BRANCH

SUBSURFACE LOG (Continued)

KENTUCKY TRANSPORTATION CABINET TC 64-515

10

50

Page 1 of

45

40

25

40

50

20

15

10

5

1 Ft.

Location

Hole Number

Rec.

Rec.(Ft.)

Total Depth

Depth to Water Date

Federal Project No.

State Project No.

Road Name Depth to Water Immediate

Overburden

Rock Core(%)(Ft.) (JS)

Sample

Remarks

SPT

5

15

Blows

SDI

Type

Rec.

20

30

25

30

35 35

Item No.County 4-2801.00

I-65 MP 91.1-100.5

Ft.

Cable Guardrail

Description

1

Division of Structural DesignGeotechnical Branch

SUBSURFACE LOG

45

Surface Elevation

Project Type

Started Date Date Completed08/14/08

Driller Geologist

Depth

RunDepthElevation

LithologySample

No.

RQD

Hardin

1 6.5-8.0 8-9-9 SPT

(Bottom of Hole 8.0'(No Refusal)

A-7-6 (41); CH S+C=84 (42+42)Nat Moisture=27%

Red Clay

KENTUCKY TRANSPORTATION CABINET

DIVISION OF MATERIALSGEOTECHNICAL BRANCH

SUBSURFACE LOG (Continued)

KENTUCKY TRANSPORTATION CABINET TC 64-515

10

50

Page 1 of

45

40

25

40

50

20

15

10

5

2 Ft.

Location

Hole Number

Rec.

Rec.(Ft.)

Total Depth

Depth to Water Date

Federal Project No.

State Project No.

Road Name Depth to Water Immediate

Overburden

Rock Core(%)(Ft.) (JS)

Sample

Remarks

SPT

5

15

Blows

SDI

Type

Rec.

20

30

25

30

35 35

Item No.County 4-2801.00

I-65 MP 91.1-100.5

Ft.

Cable Guardrail

Description

1

Division of Structural DesignGeotechnical Branch

SUBSURFACE LOG

45

Surface Elevation

Project Type

Started Date Date Completed08/14/08

Driller Geologist

Depth

RunDepthElevation

LithologySample

No.

RQD

Hardin

1 6.5-8.0 3-4-4 SPT

(Bottom of Hole 8.0'(No Refusal)

A-7-6 (15); CH S+C=60 (29+31)Nat Moisture=27%

Red Clay

KENTUCKY TRANSPORTATION CABINET

DIVISION OF MATERIALSGEOTECHNICAL BRANCH

SUBSURFACE LOG (Continued)

KENTUCKY TRANSPORTATION CABINET TC 64-515

10

50

Page 1 of

45

40

25

40

50

20

15

10

5

3 Ft.

Location

Hole Number

Rec.

Rec.(Ft.)

Total Depth

Depth to Water Date

Federal Project No.

State Project No.

Road Name Depth to Water Immediate

Overburden

Rock Core(%)(Ft.) (JS)

Sample

Remarks

SPT

5

15

Blows

SDI

Type

Rec.

20

30

25

30

35 35

Item No.County 4-2801.00

I-65 MP 91.1-100.5

Ft.

Cable Guardrail

Description

1

Division of Structural DesignGeotechnical Branch

SUBSURFACE LOG

45

Surface Elevation

Project Type

Started Date Date Completed08/14/08

Driller Geologist

Depth

RunDepthElevation

LithologySample

No.

RQD

Hardin

1 6.5-8.0 1-6-7 SPT

(Bottom of Hole 8.0'(No Refusal)

A-7-6 (20); CL S+C=72 (37+35)Nat Moisture=28%

Red Clay with Boulders

KENTUCKY TRANSPORTATION CABINET

DIVISION OF MATERIALSGEOTECHNICAL BRANCH

SUBSURFACE LOG (Continued)

KENTUCKY TRANSPORTATION CABINET TC 64-515

10

50

Page 1 of

45

40

25

40

50

20

15

10

5

4 Ft.

Location

Hole Number

Rec.

Rec.(Ft.)

Total Depth

Depth to Water Date

Federal Project No.

State Project No.

Road Name Depth to Water Immediate

Overburden

Rock Core(%)(Ft.) (JS)

Sample

Remarks

SPT

5

15

Blows

SDI

Type

Rec.

20

30

25

30

35 35

Item No.County 4-2801.00

I-65 MP 91.1-100.5

Ft.

Cable Guardrail

Description

1

Division of Structural DesignGeotechnical Branch

SUBSURFACE LOG

45

Surface Elevation

Project Type

Started Date Date Completed08/14/08

Driller Geologist

Depth

RunDepthElevation

LithologySample

No.

RQD

Hardin

1 6.5-8.0 5-7-9 SPT

(Bottom of Hole 8.0'(No Refusal)

A-6 (19); CL S+C=96 (69+27)Nat Moisture=21%

Red and Gray Clay

KENTUCKY TRANSPORTATION CABINET

DIVISION OF MATERIALSGEOTECHNICAL BRANCH

SUBSURFACE LOG (Continued)

Depth

RunDepthElevation

LithologySample

No.

RQD

Driller Geologist

Started Date Date Completed08/14/08

45

Surface Elevation

Project Type

1

Division of Structural DesignGeotechnical Branch

SUBSURFACE LOG

Ft.

Cable Guardrail

Description

Item No.County 4-2801.00

I-65 MP 91.1-100.5

30

25

30

35 35

20

SPT

5

15

Blows

SDI

Type

Rec.(%)(Ft.) (JS)

Sample

Remarks

Overburden

Rock Core

Federal Project No.

State Project No.

Road Name Depth to Water Immediate

Rec.

Rec.(Ft.)

Total Depth

Depth to Water Date

5 Ft.

Location

Hole Number

5

10

15

20

50

40

25

40

45

Page 1 of

50

KENTUCKY TRANSPORTATION CABINET TC 64-515

10

Hardin

(Bottom of Hole 5.5'(Refusal @ 5.5')

A-6 (13); CL S+C=68 (46+22)Nat Moisture=20%

Gray Shale with Clay Layers

KENTUCKY TRANSPORTATION CABINET

DIVISION OF MATERIALSGEOTECHNICAL BRANCH

SUBSURFACE LOG (Continued)

KENTUCKY TRANSPORTATION CABINET TC 64-515

10

50

Page 1 of

45

40

25

40

50

20

15

10

5

6 Ft.

Location

Hole Number

Rec.

Rec.(Ft.)

Total Depth

Depth to Water Date

Federal Project No.

State Project No.

Road Name Depth to Water Immediate

Overburden

Rock Core(%)(Ft.) (JS)

Sample

Remarks

SPT

5

15

Blows

SDI

Type

Rec.

20

30

25

30

35 35

Item No.County 4-2801.00

I-65 MP 91.1-100.5

Ft.

Cable Guardrail

Description

1

Division of Structural DesignGeotechnical Branch

SUBSURFACE LOG

45

Surface Elevation

Project Type

Started Date Date Completed08/14/08

Driller Geologist

Depth

RunDepthElevation

LithologySample

No.

RQD

Hardin

(Bottom of Hole 1.5'(Refusal @ 1.5')

A-2-4 (0); SM S+C=31 (27+4)Nat Moisture=5%

Gray Shale with Gravel

KENTUCKY TRANSPORTATION CABINET

DIVISION OF MATERIALSGEOTECHNICAL BRANCH

SUBSURFACE LOG (Continued)

KENTUCKY TRANSPORTATION CABINET TC 64-515

10

50

Page 1 of

45

40

25

40

50

20

15

10

5

7 Ft.

Location

Hole Number

Rec.

Rec.(Ft.)

Total Depth

Depth to Water Date

Federal Project No.

State Project No.

Road Name Depth to Water Immediate

Overburden

Rock Core(%)(Ft.) (JS)

Sample

Remarks

SPT

5

15

Blows

SDI

Type

Rec.

20

30

25

30

35 35

Item No.County 4-2801.00

I-65 MP 91.1-100.5

Ft.

Cable Guardrail

Description

1

Division of Structural DesignGeotechnical Branch

SUBSURFACE LOG

45

Surface Elevation

Project Type

Started Date Date Completed08/14/08

Driller Geologist

Depth

RunDepthElevation

LithologySample

No.

RQD

Hardin

(Bottom of Hole 4.5'(Refusal @ 4.5')

A-6 (3); CL S+C=50 (35+15)Nat Moisture=13%

Weathered Limestone and Clay

KENTUCKY TRANSPORTATION CABINET

DIVISION OF MATERIALSGEOTECHNICAL BRANCH

SUBSURFACE LOG (Continued)

Depth

RunDepthElevation

LithologySample

No.

RQD

Driller Geologist

Started Date Date Completed08/14/08

45

Surface Elevation

Project Type

1

Division of Structural DesignGeotechnical Branch

SUBSURFACE LOG

Ft.

Cable Guardrail

Description

Item No.County 4-2801.00

I-65 MP 91.1-100.5

30

25

30

35 35

20

SPT

5

15

Blows

SDI

Type

Rec.(%)(Ft.) (JS)

Sample

Remarks

Overburden

Rock Core

Federal Project No.

State Project No.

Road Name Depth to Water Immediate

Rec.

Rec.(Ft.)

Total Depth

Depth to Water Date

8 Ft.

Location

Hole Number

5

10

15

20

50

40

25

40

45

Page 1 of

50

KENTUCKY TRANSPORTATION CABINET TC 64-515

10

Hardin

1 6.5-8.0 7-6-7 SPT

(Bottom of Hole 8.0'(No Refusal)

A-6 (14); CL S+C=80 (50+30)Nat Moisture=18%

Brown Clay

KENTUCKY TRANSPORTATION CABINET

DIVISION OF MATERIALSGEOTECHNICAL BRANCH

SUBSURFACE LOG (Continued)

Depth

RunDepthElevation

LithologySample

No.

RQD

Driller Geologist

Started Date Date Completed08/14/08

45

Surface Elevation

Project Type

1

Division of Structural DesignGeotechnical Branch

SUBSURFACE LOG

Ft.

Cable Guardrail

Description

Item No.County 4-2801.00

I-65 MP 91.1-100.5

30

25

30

35 35

20

SPT

5

15

Blows

SDI

Type

Rec.(%)(Ft.) (JS)

Sample

Remarks

Overburden

Rock Core

Federal Project No.

State Project No.

Road Name Depth to Water Immediate

Rec.

Rec.(Ft.)

Total Depth

Depth to Water Date

9 Ft.

Location

Hole Number

5

10

15

20

50

40

25

40

45

Page 1 of

50

KENTUCKY TRANSPORTATION CABINET TC 64-515

10

Hardin

1 6.5-8.0 10-7-7 SPT

(Bottom of Hole 8.0'(No Refusal)

A-6 (13); CL S+C=81 (54+27)Nat Moisture=21%

Brown Clay

KENTUCKY TRANSPORTATION CABINET

DIVISION OF MATERIALSGEOTECHNICAL BRANCH

SUBSURFACE LOG (Continued)

Depth

RunDepthElevation

LithologySample

No.

RQD

Driller Geologist

Started Date Date Completed08/14/08

45

Surface Elevation

Project Type

1

Division of Structural DesignGeotechnical Branch

SUBSURFACE LOG

Ft.

Cable Guardrail

Description

Item No.County 4-2801.00

I-65 MP 91.1-100.5

30

25

30

35 35

20

SPT

5

15

Blows

SDI

Type

Rec.(%)(Ft.) (JS)

Sample

Remarks

Overburden

Rock Core

Federal Project No.

State Project No.

Road Name Depth to Water Immediate

Rec.

Rec.(Ft.)

Total Depth

Depth to Water Date

10 Ft.

Location

Hole Number

5

10

15

20

50

40

25

40

45

Page 1 of

50

KENTUCKY TRANSPORTATION CABINET TC 64-515

10

Hardin

1 6.5-8.0 3-4-5 SPT

(Bottom of Hole 8.0'(No Refusal)

A-6 (4); CL S+C=51 (37+14)Nat Moisture=24%

Brown Clay

KENTUCKY TRANSPORTATION CABINET

DIVISION OF MATERIALSGEOTECHNICAL BRANCH

SUBSURFACE LOG (Continued)

Depth

RunDepthElevation

LithologySample

No.

RQD

Driller Geologist

Started Date Date Completed08/14/08

45

Surface Elevation

Project Type

1

Division of Structural DesignGeotechnical Branch

SUBSURFACE LOG

Ft.

Cable Guardrail

Description

Item No.County 4-2801.00

I-65 MP 91.1-100.5

30

25

30

35 35

20

SPT

5

15

Blows

SDI

Type

Rec.(%)(Ft.) (JS)

Sample

Remarks

Overburden

Rock Core

Federal Project No.

State Project No.

Road Name Depth to Water Immediate

Rec.

Rec.(Ft.)

Total Depth

Depth to Water Date

11 Ft.

Location

Hole Number

5

10

15

20

50

40

25

40

45

Page 1 of

50

KENTUCKY TRANSPORTATION CABINET TC 64-515

10

Hardin

(Bottom of Hole 4.0'(Refusal @ 4.0')

A-6 (4); SC S+C=49 (33+16)Nat Moisture=15%

Brown Clay

KENTUCKY TRANSPORTATION CABINET

DIVISION OF MATERIALSGEOTECHNICAL BRANCH

SUBSURFACE LOG (Continued)

Depth

RunDepthElevation

LithologySample

No.

RQD

Driller Geologist

Started Date Date Completed08/14/08

45

Surface Elevation

Project Type

1

Division of Structural DesignGeotechnical Branch

SUBSURFACE LOG

Ft.

Cable Guardrail

Description

Item No.County 4-2801.00

I-65 MP 91.1-100.5

30

25

30

35 35

20

SPT

5

15

Blows

SDI

Type

Rec.(%)(Ft.) (JS)

Sample

Remarks

Overburden

Rock Core

Federal Project No.

State Project No.

Road Name Depth to Water Immediate

Rec.

Rec.(Ft.)

Total Depth

Depth to Water Date

12 Ft.

Location

Hole Number

5

10

15

20

50

40

25

40

45

Page 1 of

50

KENTUCKY TRANSPORTATION CABINET TC 64-515

10

Hardin

(Bottom of Hole 3.5'(Refusal @ 3.5')

A-6 (9); CL S+C=66 (42+24)Nat Moisture=20%

Brown Clay

KENTUCKY TRANSPORTATION CABINET

DIVISION OF MATERIALSGEOTECHNICAL BRANCH

SUBSURFACE LOG (Continued)

Depth

RunDepthElevation

LithologySample

No.

RQD

Driller Geologist

Started Date Date Completed08/14/08

45

Surface Elevation

Project Type

1

Division of Structural DesignGeotechnical Branch

SUBSURFACE LOG

Ft.

Cable Guardrail

Description

Item No.County 4-2801.00

I-65 MP 91.1-100.5

30

25

30

35 35

20

SPT

5

15

Blows

SDI

Type

Rec.(%)(Ft.) (JS)

Sample

Remarks

Overburden

Rock Core

Federal Project No.

State Project No.

Road Name Depth to Water Immediate

Rec.

Rec.(Ft.)

Total Depth

Depth to Water Date

13 Ft.

Location

Hole Number

5

10

15

20

50

40

25

40

45

Page 1 of

50

KENTUCKY TRANSPORTATION CABINET TC 64-515

10

Hardin

(Bottom of Hole 4.0'(Refusal @ 4.0')

A-6 (7); CL S+C=63 (40+23)Nat Moisture=12%

Brown Clay

KENTUCKY TRANSPORTATION CABINET

DIVISION OF MATERIALSGEOTECHNICAL BRANCH

SUBSURFACE LOG (Continued)

Depth

RunDepthElevation

LithologySample

No.

RQD

Driller Geologist

Started Date Date Completed08/14/08

45

Surface Elevation

Project Type

1

Division of Structural DesignGeotechnical Branch

SUBSURFACE LOG

Ft.

Cable Guardrail

Description

Item No.County 4-2801.00

I-65 MP 91.1-100.5

30

25

30

35 35

20

SPT

5

15

Blows

SDI

Type

Rec.(%)(Ft.) (JS)

Sample

Remarks

Overburden

Rock Core

Federal Project No.

State Project No.

Road Name Depth to Water Immediate

Rec.

Rec.(Ft.)

Total Depth

Depth to Water Date

14 Ft.

Location

Hole Number

5

10

15

20

50

40

25

40

45

Page 1 of

50

KENTUCKY TRANSPORTATION CABINET TC 64-515

10

Hardin

(Bottom of Hole 3.0'(Refusal @ 3.0')

A-6 (8); CL S+C=60 (38+22)Nat Moisture=14%

Brown Clay

KENTUCKY TRANSPORTATION CABINET

DIVISION OF MATERIALSGEOTECHNICAL BRANCH

SUBSURFACE LOG (Continued)

Depth

RunDepthElevation

LithologySample

No.

RQD

Driller Geologist

Started Date Date Completed08/14/08

45

Surface Elevation

Project Type

1

Division of Structural DesignGeotechnical Branch

SUBSURFACE LOG

Ft.

Cable Guardrail

Description

Item No.County 4-2801.00

I-65 MP 91.1-100.5

30

25

30

35 35

20

SPT

5

15

Blows

SDI

Type

Rec.(%)(Ft.) (JS)

Sample

Remarks

Overburden

Rock Core

Federal Project No.

State Project No.

Road Name Depth to Water Immediate

Rec.

Rec.(Ft.)

Total Depth

Depth to Water Date

15 Ft.

Location

Hole Number

5

10

15

20

50

40

25

40

45

Page 1 of

50

KENTUCKY TRANSPORTATION CABINET TC 64-515

10

Hardin

1 6.5-8.0 2-5-7 SPT

(Bottom of Hole 8.0'(No Refusal)

A-7-6 (19); CL S+C=72 (39+33)Nat Moisture=26%

Red Clay with Gravel

KENTUCKY TRANSPORTATION CABINET

DIVISION OF MATERIALSGEOTECHNICAL BRANCH

SUBSURFACE LOG (Continued)

Depth

RunDepthElevation

LithologySample

No.

RQD

Driller Geologist

Started Date Date Completed08/14/08

45

Surface Elevation

Project Type

1

Division of Structural DesignGeotechnical Branch

SUBSURFACE LOG

Ft.

Cable Guardrail

Description

Item No.County 4-2801.00

I-65 MP 91.1-100.5

30

25

30

35 35

20

SPT

5

15

Blows

SDI

Type

Rec.(%)(Ft.) (JS)

Sample

Remarks

Overburden

Rock Core

Federal Project No.

State Project No.

Road Name Depth to Water Immediate

Rec.

Rec.(Ft.)

Total Depth

Depth to Water Date

16 Ft.

Location

Hole Number

5

10

15

20

50

40

25

40

45

Page 1 of

50

KENTUCKY TRANSPORTATION CABINET TC 64-515

10

Hardin

1 6.5-8.0 3-7-11 SPT

(Bottom of Hole 8.0'(No Refusal)

A-6 (10); CL S+C=72 (55+17)Nat Moisture=25%

Brown Clay with Limestone Layers

KENTUCKY TRANSPORTATION CABINET

DIVISION OF MATERIALSGEOTECHNICAL BRANCH

SUBSURFACE LOG (Continued)

Depth

RunDepthElevation

LithologySample

No.

RQD

Driller Geologist

Started Date Date Completed08/14/08

45

Surface Elevation

Project Type

1

Division of Structural DesignGeotechnical Branch

SUBSURFACE LOG

Ft.

Cable Guardrail

Description

Item No.County 4-2801.00

I-65 MP 91.1-100.5

30

25

30

35 35

20

SPT

5

15

Blows

SDI

Type

Rec.(%)(Ft.) (JS)

Sample

Remarks

Overburden

Rock Core

Federal Project No.

State Project No.

Road Name Depth to Water Immediate

Rec.

Rec.(Ft.)

Total Depth

Depth to Water Date

17 Ft.

Location

Hole Number

5

10

15

20

50

40

25

40

45

Page 1 of

50

KENTUCKY TRANSPORTATION CABINET TC 64-515

10

Hardin

1 6.5-8.0 3-7-7 SPT

(Bottom of Hole 8.0'(No Refusal)

A-6 (13); CL S+C=67 (42+25)Nat Moisture=26%

Red Clay with Limestone Layers

KENTUCKY TRANSPORTATION CABINET

DIVISION OF MATERIALSGEOTECHNICAL BRANCH

SUBSURFACE LOG (Continued)

Depth

RunDepthElevation

LithologySample

No.

RQD

Driller Geologist

Started Date Date Completed08/14/08

45

Surface Elevation

Project Type

1

Division of Structural DesignGeotechnical Branch

SUBSURFACE LOG

Ft.

Cable Guardrail

Description

Item No.County 4-2801.00

I-65 MP 91.1-100.5

30

25

30

35 35

20

SPT

5

15

Blows

SDI

Type

Rec.(%)(Ft.) (JS)

Sample

Remarks

Overburden

Rock Core

Federal Project No.

State Project No.

Road Name Depth to Water Immediate

Rec.

Rec.(Ft.)

Total Depth

Depth to Water Date

18 Ft.

Location

Hole Number

5

10

15

20

50

40

25

40

45

Page 1 of

50

KENTUCKY TRANSPORTATION CABINET TC 64-515

10

Hardin

1 6.5-8.0 2-4-4 SPT

(Bottom of Hole 8.0'(No Refusal)

A-7-6 (12); CL S+C=55 (29+26)Nat Moisture=24%

Red Clay

KENTUCKY TRANSPORTATION CABINET

DIVISION OF MATERIALSGEOTECHNICAL BRANCH

SUBSURFACE LOG (Continued)

KENTUCKY TRANSPORTATION CABINET TC 64-515

10

50

Page 1 of

45

40

25

40

50

20

15

10

5

19 Ft.

Location

Hole Number

Rec.

Rec.(Ft.)

Total Depth

Depth to Water Date

Federal Project No.

State Project No.

Road Name Depth to Water Immediate

Overburden

Rock Core(%)(Ft.) (JS)

Sample

Remarks

SPT

5

15

Blows

SDI

Type

Rec.

20

30

25

30

35 35

Item No.County 4-2801.00

I-65 MP 91.1-100.5

Ft.

Cable Guardrail

Description

1

Division of Structural DesignGeotechnical Branch

SUBSURFACE LOG

45

Surface Elevation

Project Type

Started Date Date Completed08/14/08

Driller Geologist

Depth

RunDepthElevation

LithologySample

No.

RQD

Hardin

1 6.5-8.0 9-20-6 SPT

(Bottom of Hole 8.0'(No Refusal)

A-7-6 (25); CH S+C=71 (33+38)Nat Moisture=24%

Red Clay

KENTUCKY TRANSPORTATION CABINET

DIVISION OF MATERIALSGEOTECHNICAL BRANCH

SUBSURFACE LOG (Continued)

Depth

RunDepthElevation

LithologySample

No.

RQD

Driller Geologist

Started Date Date Completed08/14/08

45

Surface Elevation

Project Type

1

Division of Structural DesignGeotechnical Branch

SUBSURFACE LOG

Ft.

Cable Guardrail

Description

Item No.County 4-2801.00

I-65 MP 91.1-100.5

30

25

30

35 35

20

SPT

5

15

Blows

SDI

Type

Rec.(%)(Ft.) (JS)

Sample

Remarks

Overburden

Rock Core

Federal Project No.

State Project No.

Road Name Depth to Water Immediate

Rec.

Rec.(Ft.)

Total Depth

Depth to Water Date

20 Ft.

Location

Hole Number

5

10

15

20

50

40

25

40

45

Page 1 of

50

KENTUCKY TRANSPORTATION CABINET TC 64-515

10

Hardin

1 6.5-8.0 2-6-2 SPT

(Bottom of Hole 8.0'(No Refusal)

A-6 (7); CL S+C=66 (46+20)Nat Moisture=23%

Red Clay with Limestone Layers

KENTUCKY TRANSPORTATION CABINET

DIVISION OF MATERIALSGEOTECHNICAL BRANCH

SUBSURFACE LOG (Continued)

KENTUCKY TRANSPORTATION CABINET TC 64-515

10

50

Page 1 of

45

40

25

40

50

20

15

10

5

21 Ft.

Location

Hole Number

Rec.

Rec.(Ft.)

Total Depth

Depth to Water Date

Federal Project No.

State Project No.

Road Name Depth to Water Immediate

Overburden

Rock Core(%)(Ft.) (JS)

Sample

Remarks

SPT

5

15

Blows

SDI

Type

Rec.

20

30

25

30

35 35

Item No.County 4-2801.00

I-65 MP 91.1-100.5

Ft.

Cable Guardrail

Description

1

Division of Structural DesignGeotechnical Branch

SUBSURFACE LOG

45

Surface Elevation

Project Type

Started Date Date Completed08/14/08

Driller Geologist

Depth

RunDepthElevation

LithologySample

No.

RQD

Hardin

1 6.5-8.0 2-8-9 SPT

(Bottom of Hole 8.0'(No Refusal)

A-6 (4); CL S+C=51 (38+13)Nat Moisture=21%

Red Clay