Boring_Log.pdf

1.2

1.0

0.1

SANDSTONE, gray to tan, highly to moderately weathered.

BRALLIER FORMATION

Auger refusal at 6'

Boring was terminated at 6 ft.

J-1

J-2

J-3

6.0

5-15-27-50/4"

22-46-50/5"

50/3"

Inspector:

MATERIAL DESCRIPTION

Boring No.:

Groundwater Depth:

Sample Types:

BORING LOG

12/7/17 D. Hutchins

J. FarleyOperator:

Project Location:

Encountered at:

After

Northing: 4187045.02 Easting: 566379.66

Caved at:

Hammer Drop:

Rock Core (RQD in %)

Standard Penetration Test Data

Project Datum:

(Blows / ft)

2367.0 ft

Undisturbed (UD)

12/7/17

R ec ft)

Project Name:

Surface Elevation:

Boring Location:

La ye r

D ep th ft)

Boring Began:

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

Liquid Limit

SPT

U. S. DEPARTMENT OF TRANSPORTATION

At Completion:

Completed:

N o.

Pocahontas County, WV

E le va tio n (f ee t)

3.75" Boring Method:

Rock Core Diam:

Vane Shear Penetrometer (PP in tsf)

Water Content %

Hole Diameter:

WGS 84

HSA

BH17-01

Hammer Wt. & Type:

Clear, 36 F

T yp e

Weather:

SAMPLE

Plastic Limit

FS 719B, MP 0.7, Slide hrs

Remarks:

Auger Cuttings

G ra ph ic

L og

WV ERFO FS 2016-1(7), Monongahela National Forest

Density, Color, Plasticity, Size, Proportions, Moisture

D ep th S ca le ft)

S P

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2361.0

Sheet: 1 of 1

11"

3"

0.6

0.1

LIMESTONE to SANDSTONE, gray to tan, highly to moderately weathered.

BRALLIER FORMATION

Auger refusal at 3.1'

Boring was terminated at 3.1 ft.

J-1

J-23.1

14-19-50/2"

50/2"

Inspector:

MATERIAL DESCRIPTION

Boring No.:

Groundwater Depth:

Sample Types:

BORING LOG

12/7/17 D. Hutchins

MoodyOperator:

Project Location:

Encountered at:

After

Northing: 302579.7151 Easting: 2186301.08

Caved at:

Hammer Drop:

Rock Core (RQD in %)

Standard Penetration Test Data

Project Datum:

(Blows / ft)

2373.0 ft

Undisturbed (UD)

12/7/17

R ec ft)

Project Name:

Surface Elevation:

Boring Location:

La ye r

D ep th ft)

Boring Began:

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

Liquid Limit

SPT

U. S. DEPARTMENT OF TRANSPORTATION

At Completion:

Completed:

N o.

Pocahontas County, WV

E le va tio n (f ee t)

3.75" Boring Method:

Rock Core Diam:

Vane Shear Penetrometer (PP in tsf)

Water Content %

Hole Diameter:

WGS 84

HSA

BH17-02

Hammer Wt. & Type:

Partly cloudy, 40 F

T yp e

Weather:

SAMPLE

Plastic Limit

FS 719B, MP 0.7, Slide hrs

Remarks:

Auger Cuttings

G ra ph ic

L og

WV ERFO FS 2016-1(7), Monongahela National Forest

Density, Color, Plasticity, Size, Proportions, Moisture

D ep th S ca le ft)

S P

T B lo w s pe r in

P P

B O

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IN

G L

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P J

2369.9

Sheet: 1 of 1

8"

2"

1.0

1.1

1.1

0.3

Sandy SILT with gravel (ML), loose, gray to brown, moist.

FILL

LIMESTONE, gray, moderately weathered.

BRALLIER FORMATION

Auger refusal at 8.6'

Boring was terminated at 8.6 ft.

J-1

J-2

J-3

J-4

7.5

8.6

4-5-3-3

2-3-3-3

3-4-3-50/4"

50/4"

Inspector:

MATERIAL DESCRIPTION

Boring No.:

Groundwater Depth:

Sample Types:

BORING LOG

12/8/17 D. Hutchins

J. FarleyOperator:

Project Location:

Encountered at:

After

Northing: 301136.6478 Easting: 2186021.091

Caved at:

Hammer Drop:

Rock Core (RQD in %)

Standard Penetration Test Data

Project Datum:

(Blows / ft)

2294.0 ft

Undisturbed (UD)

12/8/17

R ec ft)

Project Name:

Surface Elevation:

Boring Location:

La ye r

D ep th ft)

Boring Began:

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

Liquid Limit

SPT

U. S. DEPARTMENT OF TRANSPORTATION

At Completion:

Completed:

N o.

Pocahontas County, WV

E le va tio n (f ee t)

3.75" Boring Method:

Rock Core Diam:

Vane Shear Penetrometer (PP in tsf)

Water Content %

Hole Diameter:

WGS 84

HSA

BH17-03

Hammer Wt. & Type:

Cloudy, 28 F

T yp e

Weather:

SAMPLE

Plastic Limit

FS 719B, MP 1.25

hrs

Remarks:

Auger Cuttings

G ra ph ic

L og

WV ERFO FS 2016-1(7), Monongahela National Forest

Density, Color, Plasticity, Size, Proportions, Moisture

D ep th S ca le ft)

S P

T B lo w s pe r in

P P

B O

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IN

G L

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2286.5

2285.4

Sheet: 1 of 1

4"

1.3

1.4

1.2

0.4

Sandy SILT with gravel (ML), loose, tan, moist.

FILL

LIMESTONE, gray, moderately weathered.

BRALLIER FORMATION

Auger refusal at 8.9'

Boring was terminated at 8.9 ft.

J-1

J-2

J-3

J-4

7.5

8.9

4-3-5-5

4-4-3-5

5-3-2-4

30-50/2"

Inspector:

MATERIAL DESCRIPTION

Boring No.:

Groundwater Depth:

Sample Types:

BORING LOG

12/8/17 D. Hutchins

J. FarleyOperator:

Project Location:

Encountered at:

After

Northing: Easting:

Caved at:

Hammer Drop:

Rock Core (RQD in %)

Standard Penetration Test Data

Project Datum:

(Blows / ft)

2294.0 ft

Undisturbed (UD)

12/8/17

R ec ft)

Project Name:

Surface Elevation:

Boring Location:

La ye r

D ep th ft)

Boring Began:

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

Liquid Limit

SPT

U. S. DEPARTMENT OF TRANSPORTATION

At Completion:

Completed:

N o.

Pocahontas County, WV

E le va tio n (f ee t)

3.75" Boring Method:

Rock Core Diam:

Vane Shear Penetrometer (PP in tsf)

Water Content %

Hole Diameter:

HSA

BH17-04

Hammer Wt. & Type:

Cloudy, 28 F

T yp e

Weather:

SAMPLE

Plastic Limit

FS 719B, MP 1.25

hrs

Remarks:

Auger Cuttings

G ra ph ic

L og

WV ERFO FS 2016-1(7), Monongahela National Forest

Density, Color, Plasticity, Size, Proportions, Moisture

D ep th S ca le ft)

S P

T B lo w s pe r in

P P

B O

R

IN

G L

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2286.5

2285.1

Sheet: 1 of 1

2"

0.6

2.1

5.0

5.0

Brownish gray BOULDERS, conglomerate

Recovery = 12%, RQD = 0%

Recovery = 42%, RQD = 0%

Hard, light gray SHALE, lightly weathered

Recovery = 100%, RQD = 96%

Recovery = 100%, RQD = 100%

Bottom of boring at 18.6 ft

R-1

R-2

R-3

R-4

3.6

8.6

13.6

18.6

Inspector:

MATERIAL DESCRIPTION

Boring No.:

Groundwater Depth:

Sample Types:

BORING LOG

2.0

8/2/17 D. Hutchins

J. FarleyOperator:

Project Location:

Encountered at:

After

Northing: 4186813.9 Easting: 567063.9

Caved at:

Hammer Drop:

Rock Core (RQD in %)

Standard Penetration Test Data

Project Datum:

(Blows / ft)

2143.0 ft

Undisturbed (UD)

8/2/17

R ec ft)

Project Name:

Surface Elevation:

Boring Location:

La ye r

D ep th ft)

Boring Began:

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

Liquid Limit

SPT

U. S. DEPARTMENT OF TRANSPORTATION

At Completion:

Completed:

N o.

Pocahontas County, WV

E le va tio n (f ee t)

3" Boring Method:

Rock Core Diam:

Vane Shear Penetrometer (PP in tsf)

Water Content %

Hole Diameter:

WGS 84

NQ

CH17-08

Hammer Wt. & Type:

Cloudy, 85 F

T yp e

Weather:

SAMPLE

Plastic Limit

Boring was backfilled with gravel. No groundwater found during drilling.

FR 719B, MP 0.1, North side of bridge hrs

Remarks:

Auger Cuttings

G ra ph ic

L og

WV ERFO FS 2016-1(7), Monongahela National Forest

Density, Color, Plasticity, Size, Proportions, Moisture

D ep th S ca le ft)

S P

T B lo w s pe r in

P P

B O

R

IN

G L

O G

/1

/1

:3

M :\P

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C

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-1 (7

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2139.4

2134.4

2129.4

2124.4

Sheet: 1 of 1