Report_2_Boring_Log.pdf

J-1

J-2

J-3

R-1

R-2

R-3

0.6

3.9

7.1

12.1

17.1

19.3

1.5

1.2

0.8

5.0

5.0

2.2

TOPSOIL (0.6')

Medium stiff to stiff, brown to reddish brown SILTY

CLAY

(moist)

-FILL-

Weathered Sandstone (moist)

Auger refusal at 7.1 ft

Moderately hard, yellowish SANDSTONE, fine to medium texture

Recovery = 100%, RQD = 72% Unconfined Compressive Strength: 7,370 psi

Recovery = 100%, RQD = 95% Unconfined Compressive Strength: 9,090 psi

Recovery = 100%, RQD = 95%

Bottom of Boring at 19.3 ft

1-2-2-3

2-5-16-50/2"

26-50/3"

Standard Penetration Test Data

Boring Began:

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

Inspector:

MATERIAL DESCRIPTION

Boring No.:

Groundwater Depth:

At Completion:

Completed:

Hole Diameter:

Boring Method:

Rock Core Diam:

Vane Shear

30 in.

140 lbs/AutomaticHammer Wt. & Type:

Sunny/Clear 55 F

Encountered at:

After

Northing: 4115966.256 Easting: 579780.433

Caved at:

Hammer Drop:

Project Name:

N o.

Mammoth Cave National Park Project Datum:

(Blows / ft)

733.5 ft

Undisturbed (UD)

11/19/15

R ec ft)

Water Content %

Project Location: Boring Location:

La ye r D ep th

(f t)

Ty pe

Weather:

SAMPLE

S P

T B lo w s pe r 6 in

. Plastic Limit

Borehole was filled with auger cuttings upon completion.

The boring log is based on visual soil classification only

Liquid Limit

SPT

U. S. DEPARTMENT OF TRANSPORTATION

Penetrometer (PP in tsf) Rock Core (RQD in %)

Surface Elevation:

Sample Types:

BORING LOG

11/19/15 C. Afanador D. HutchinsOperator:

Walkbridge Abutment (Visitor Center) hrs

Remarks:

Auger Cuttings

G ra ph ic

L og

MACA 001T(1)

Density, Color, Plasticity, Size, Proportions, Moisture

D ep th S ca le

(f t)

E le va tio n (fe et

HSA/NQ

B-1

P P

6 3/4"

B O

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732.9

729.6

726.4

721.4

716.4

714.2

Sheet: 1 of 1

3"

R-1

R-2

0.7

3.5

8.5

13.5

1.5

5.0

5.0

1.5

TOPSOIL (0.7')

(moist)

Medium dense, brown to reddish brown, SANDY

SILT

(moist)

Auger Refusal @ 3.5 ft Moderately hard, yellowish SANDSTONE, medium fine to fine texture

Recovery = 100%, RQD = 77% Unconfined Compressive Strength: 10,310 psi

Recovery = 100%, RQD = 80% Unconfined Compressive Strength: 4,210 psi

Bottom of Boring at 13.5 ft

1-2-20-46

50/1"-50/1"

Standard Penetration Test Data

Boring Began:

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

Inspector:

MATERIAL DESCRIPTION

Boring No.:

Groundwater Depth:

At Completion:

Completed:

Hole Diameter:

Boring Method:

Rock Core Diam:

Vane Shear

30 in.

140 lbs/AutomaticHammer Wt. & Type:

Sunny/Clear 45F

Encountered at:

After

Northing: 4115959.082 Easting: 579781.093

Caved at:

Hammer Drop:

Project Name:

N o.

Mammoth Cave National Park Project Datum:

(Blows / ft)

731.5 ft

Undisturbed (UD)

11/20/15

R ec ft)

Water Content %

Project Location: Boring Location:

La ye r D ep th

(f t)

Ty pe

Weather:

SAMPLE

S P

T B lo w s pe r 6 in

. Plastic Limit

Borehole was filled with auger cuttings upon completion.

The boring log is based on visual soil classification only

Liquid Limit

SPT

U. S. DEPARTMENT OF TRANSPORTATION

Penetrometer (PP in tsf) Rock Core (RQD in %)

Surface Elevation:

Sample Types:

BORING LOG

11/20/15 C. Afanador D. HutchinsOperator:

Short Pier hrs

Remarks:

Auger Cuttings

G ra ph ic

L og

MACA 001T(1)

Density, Color, Plasticity, Size, Proportions, Moisture

D ep th S ca le

(f t)

E le va tio n (fe et

HSA/NQ

B-2

P P

6 3/4"

B O

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IN

G L

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730.8

728.0

723.0

718.0

1"

R-1

R-2

R-3

1.2

5.0

10.0

15.0

20.0

1.0

1.2

5.0

5.0

5.0

Asphalt 0.4 ft, Base course 0.8 ft

Soft, brown to reddish brown,SILTY CLAY, trace silt (moist)

-FILL-

Auger Refusal @ 5.0 ft

Moderately hard, yellowish SANDSTONE, fine to medium texture

Recovery = 86%, RQD = 78%

Recovery = 100%, RQD = 90%

Recovery = 100%, RQD = 100%

Bottom of Boring at 20 ft

2-2-2-2

8-6-9-11

Standard Penetration Test Data

Boring Began:

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

Inspector:

MATERIAL DESCRIPTION

Boring No.:

Groundwater Depth:

At Completion:

Completed:

Hole Diameter:

Boring Method:

Rock Core Diam:

Vane Shear

30 in.

140 lbs/AutomaticHammer Wt. & Type:

Cloudy/Cold 40F

Encountered at:

After

Northing: 4115940.51 Easting: 579775.943

Caved at:

Hammer Drop:

Project Name:

N o.

Mammoth Cave National Park Project Datum:

(Blows / ft)

716.5 ft

Undisturbed (UD)

11/21/15

R ec ft)

Water Content %

Project Location: Boring Location:

La ye r D ep th

(f t)

Ty pe

Weather:

SAMPLE

S P

T B lo w s pe r 6 in

. Plastic Limit

Borehole was filled with auger cuttings upon completion The hole was patched with cold asphalt The boring log is based on visual soil classification only

Liquid Limit

SPT

U. S. DEPARTMENT OF TRANSPORTATION

Penetrometer (PP in tsf) Rock Core (RQD in %)

Surface Elevation:

Sample Types:

BORING LOG

11/21/15 D. Hutchins D. HutchinsOperator:

Service Road, Tall Pier hrs

Remarks:

Auger Cuttings

G ra ph ic

L og

MACA 001T(1)

Density, Color, Plasticity, Size, Proportions, Moisture

D ep th S ca le

(f t)

E le va tio n (fe et

HSA/NQ

B-3

P P

6 3/4"

B O

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IN

G L

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715.3

711.5

706.5

701.5

696.5