2-SR0083-078 C1 Geotech Data for STA.pdf

F

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D A

T E p w m t p w b e n t l e y c o m m t p w

D o c u m e n t s

P r o j e c t s

P A

P e n n

D O

T I

F D

C

S R

C A

D D

D e s i g n

P r o p o s e d

G F

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P l a n s

C

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P N

G F d g n

U S

E R d d a g o s t i n o

SCALE

25 50 FEET0

SWATARA TOWNSHIP

DISTRICT COUNTY ROUTE SECTION SHEET

DAUPHIN 818-0 0083 078 OF

REVISION

NUMBER

REVISIONS DATE BY

BORING PLAN

SR 0083 NB INTERIM

POC STA 1516+80.31

INTERIM, 20.5' LT =

SR 8025 RAMP BB

POT STA 7227+96.74

(SCM-7)

MEASURE 7

CONTROL

STORMWATER

S

C M

M E

A S

U R

E

C O

N T

R O

L

S T

O R

M W

A T

E R

18"

36"

36"

S U

R V

E Y

C O

N S

T R

S R

P A

X T

N

S T

R E

E T

S U

R V

N S

T R

S R

U

R V

N S

T R

S R

R A

M P

B

I

N T

E R I

M

S U

R V

N S

T R

S R

I

N T

E R I

M

S U

R V

N S

T R

S R

I

N T

E R I

M

S U

R V

W

S R

P A

X T

R E

E T

S U

R V

E Y

S R

I

N T

E R I

M

S U

R V

W

S R

R V

E Y

S R

I

N T

E R I

M

S U

R V

E Y

S R

I

N T

E R I

M

L I

L I

M I

T

D

C E

S S

L E

G

G H

T

O F

W A

Y

L E

G

G H

T

O F

W

N E

R I

G H

T

O F

W

N E

L E

G

G

G H

T

O F

W

N E

A C

C E

S S

L I

M I

T

G

G H

T

O F

W

P

SDMH

R C P

R C P

P P

S L

P P

6'x 5' CULVERT

P

18"

RCP

S L

P P

SLPP

36"

8'x 4' CULVERT

18" RCP

CMP

18"

18" RCP

P

P

C O

N C

CMP

C O

N C

X

L V

E R

T

X

L V

E R

T

X

P

MH

SDMH

18" PIPE

S '3

E

S

E

S

E

S

E

N

E

15-FOOT OPENING

FENCE,

RIGHT-OF-WAY

FOR TYPE 1

GATE

VEHICULAR

SWM1055-1/SWM1055-1A

SWM1055-2/SWM1055-2A

SWM1055-3/SWM1055-3A

S W

M

A

S W

M

OW-02

SBC05-01

SBC05-02

RB-57

RB-58

PC

PT

MATCH TO SHEET 51

MATCH TO SHEET 63

M A

T

H

E E

T

MATCH TO SHEET 65

asmithmyer Highlight C05-0 asmithmyer Highlight

SBC

asmithmyer Highlight

SBC05-

asmithmyer Highlight R asmithmyer Highlight -5

SR 0083

District:8 County:Dauphin

Station:1417+50.0

Boring RB-58 Box 1 of 1; Depth 0.0 ft. to 18.0 ft.

RB-58

Section: 078 Offset:182.5 ft. RT.

ECMS No.:92931

Date Printed:7/9/2024

CORE BOX PHOTO LOG

Prepared by: American Engineers Group, LLC

P E

N N

D O

T C

O R

E B

O X

T

E S

T P

IT

P H

O T

O L

O G

P

E N

N D

O T

_G

IN

T _V

E R

S

IO

N _1

.2 .2

.3 _9

-2 1-

.G D

T

/9

/2

:1

C :\U

S E

R S

\A S

M

IT

H M

Y E

R \D

O W

N

LO

A D

S \8

3-

R

B

3) .G

J

A-4 /

ML

1.0

1.2

1.2

0.9

1.2

0.8

1.1

1.0

1.2

BITUMINOUS CONCRETE.

1.5'/El. 387.9

SILT, some Sand, little Gravel, little Clay, contains bituminous concrete fragments, contains cement concrete fragments, medium to stiff, low plastic fines, tan and gray, fill.

5.0': Weathered limestone fragments.

S-6 to S-8: Chemical testing.

12.0': Material becomes gravelly with quartz/ limestone/ shale weathered fragments.

9-10-9

8-14-7

6-3-3

1-5-5

5-8-6

4-4-5

2-2-6

6-8-8

5-8-7

1.5

3.0

4.5

6.0

7.5

9.0

10.5

12.0

13.5

S-1

S-2

S-3

S-4

S-5

S-6

S-7

S-8

S-9

Baseline: SR 0083 Drilling Complete: 07/28/2021 2:00 pm

Boring SBC05-01 County: Dauphin

SR 0083

Lat. Long.

Casing I.D.: 3.25 in Casing Depth: 59.0 ft.

Water Level Elev./Elapsed Time:

Rock Core Method: Double Tube Wire Line-NQ

ECMS 92931

District: 8

OffsetSegment

Measured

Final Log Checked and Approved

Hammer Calibration Date:

Date: 3/29/2023

Sheet 1 of 4

Section 078

Coordinates:

By: Craig Welfer

PG/PE Seal, Signature and Date

Assumed 0.8

Casing Type: Hollow Stem Auger Hole Type: Continuous SPT - Rock Core

ENGINEER'S LOG

SPT Hammer Efficiency:

NOTE: N values and all graphical plots are for information only.

Hammer Type: Automatic

Drilling Start: 07/28/2021 8:30 am

Rig: Acker Track

Inspector Cert. No. 491-21 Driller: D. Rissio

Company: Navarro & Wright Inspector: Logan Gabler

336497.5560 N 2226455.4000 E

Ground Elev. 389.4 ft.

Offset 282.4 ft. RT.Sta. 1051+15.3

Lab Testing Performed on Sample

Grouting Complete: 08/13/2021 9:15 am

Initial 360.9 ft.

Final 355.1 ft. Elapsed 379.3 hr.

Elapsed 0.3 hr.

G R

A P

H

IC

SPT (N60)

10 20 30 40

Soil/Rock Rec.% 20 40 60 80

AASHTO

/ USCS

RQD %

REC

(ft.)E

LE

V

REC

MATERIAL DESCRIPTION

COMMENTS - OBSERVATIONS

BLOW

COUNTS

(Blows/ 0.5ft)S

A M

P

LE

D E

P T

H

S A

M

LE

o.

N60

RQD

P E

N N

D O

T E

N G

IN

E

E R

'S L

O G

P

E N

N D

O T

_G

IN

T _V

E R

S

IO

N _1

.2 .2

.3 _9

-2 1-

.G D

T

/3

/2

4:

C

:\U S

E R

S \A

E B

E R

LY

\D

E S

K T

O P

\L O

G S

\8 3-

S B

C

-B O

R

IN

G S

.G P

3/29/2023

A-4 /

ML

1.3

1.3

1.4

1.2

1.0

1.2

1.2

1.1

1.5

1.3

1.5

0.0

1.5

SILT, some Sand, little Gravel, little Clay, contains bituminous concrete fragments, contains cement concrete fragments, medium to stiff, low plastic fines, tan and gray, fill.

(Layer continued from the previous page.)

26.5': 0.5"-1.0" quartz fragments in spoon.

31.5'/El. 357.9

SILT, little Sand, little Clay, trace Gravel, soft to very stiff, low plastic fines, orange and orange brown, fill.

5-9-12

6-8-9

5-9-12

7-8-8

3-4-6

6-6-8

6-7-8

5-5-6

1-4-5

6-7-9

7-7-6

1-3-2

3-8-7

15.0

16.5

18.0

19.5

21.0

22.5

24.0

25.5

27.0

28.5

30.0

31.5

33.0

34.5

S-10

S-11

S-12

S-13

S-14

S-15

S-16

S-17

S-18

S-19

S-20

S-21

S-22

Offset 282.4 ft. RT.

Boring SBC05-01 District: 8 County: Dauphin

SR 0083 Section 078

Sta. 1051+15.3

ECMS 92931 Sheet 2 of 4 NOTE: N values and all graphical plots are for information only.

ENGINEER'S LOG

Lab Testing Performed on Sample

G R

A P

H

IC

SPT (N60)

10 20 30 40

Soil/Rock Rec.% 20 40 60 80

AASHTO

/ USCS

RQD %

REC

(ft.)E

LE

V

REC

MATERIAL DESCRIPTION

COMMENTS - OBSERVATIONS

BLOW

COUNTS

(Blows/ 0.5ft)S

A M

P

LE

D E

P T

H

S A

M

N60

RQD

P E

N N

D O

T E

N G

IN

E

E R

'S L

O G

P

E N

N D

O T

_G

IN

T _V

E R

S

IO

N _1

.2 .2

.3 _9

-2 1-

.G D

T

/3

/2

4:

C

:\U S

E R

S \A

E B

E R

LY

\D

E S

K T

O P

\L O

G S

\8 3-

S B

C

-B O

R

IN

G S

.G a-4 / cl-ml

1.5

0.2

1.5

1.3

0.0

1.3

1.5

1.5

0.8

1.5

0.5

0.5

0.5

0.0

SILT, little Sand, little Clay, trace Gravel, soft to very stiff, low plastic fines, orange and orange brown, fill.

(Layer continued from the previous page.)

42.0': Becomes gravelly with quartz fragments.

44.5'/El. 344.9

SILT and CLAY, trace Sand, soft to hard, orange and brown.

47.0': Very soft/loose sand and silt.

5-5-6

1-1-2

4-3-5

2-3-4

2-3-5

3-2-3

3-3-3

4-4-4

4-2-1

1-1

WOH-1-1

WOH

WOH

WOR-WOH

36.0

37.5

39.0

40.5

42.0

43.5

45.0

46.5

48.0

49.5

51.0

52.5

54.0

S-23

S-24

S-25

S-26

S-27

S-28

S-29

S-30

S-31

S-32

S-33

S-34

S-35

S-36

Offset 282.4 ft. RT.

Boring SBC05-01 District: 8 County: Dauphin

SR 0083 Section 078

Sta. 1051+15.3

ECMS 92931 Sheet 3 of 4 NOTE: N values and all graphical plots are for information only.

ENGINEER'S LOG

Lab Testing Performed on Sample

G R

A P

H

IC

SPT (N60)

10 20 30 40

Soil/Rock Rec.% 20 40 60 80

AASHTO

/ USCS

RQD %

REC

(ft.)E

LE

V

REC

MATERIAL DESCRIPTION

COMMENTS - OBSERVATIONS

BLOW

COUNTS

(Blows/ 0.5ft)S

A M

P

LE

D E

P T

H

S A

M

N60

RQD

P E

N N

D O

T E

N G

IN

E

E R

'S L

O G

P

E N

N D

O T

_G

IN

T _V

E R

S

IO

N _1

.2 .2

.3 _9

-2 1-

.G D

T

/3

/2

4:

C

:\U S

E R

S \A

E B

E R

LY

\D

E S

K T

O P

\L O

G S

\8 3-

S B

C

-B O

R

IN

G S

.G a-4 / cl-ml

1.2

0.3

0.2

2.0

1.8

3.0

1.8

SILT and CLAY, trace Sand, soft to hard, orange and brown.

(Layer continued from the previous page.)

57.0': Weathered limestone fragments.

59.0'/El. 330.4

LIMESTONE, light gray to dark gray, mineral veins, medium hard, fresh, jointed, close to moderate spacing, shallow to moderate dip, open joints, calcite veins.

68.0'/El. 321.4

Bottom of boring.

7-13-10

2-3-5

15-50/.0'

55.5

57.0

58.5

59.0

61.0

63.0

66.0

S-37

S-38

S-39

R-1

R-2

R-3

R-4

>67

85%

8%

16%

22%

Offset 282.4 ft. RT.

Boring SBC05-01 District: 8 County: Dauphin

SR 0083 Section 078

Sta. 1051+15.3

ECMS 92931 Sheet 4 of 4 NOTE: N values and all graphical plots are for information only.

ENGINEER'S LOG

Lab Testing Performed on Sample

G R

A P

H

IC

SPT (N60)

10 20 30 40

Soil/Rock Rec.% 20 40 60 80

AASHTO

/ USCS

RQD %

REC

(ft.)E

LE

V

REC

MATERIAL DESCRIPTION

COMMENTS - OBSERVATIONS

BLOW

COUNTS

(Blows/ 0.5ft)S

A M

P

LE

D E

P T

H

S A

M

N60

RQD

P E

N N

D O

T E

N G

IN

E

E R

'S L

O G

P

E N

N D

O T

_G

IN

T _V

E R

S

IO

N _1

.2 .2

.3 _9

-2 1-

.G D

T

/3

/2

4:

C

:\U S

E R

S \A

E B

E R

LY

\D

E S

K T

O P

\L O

G S

\8 3-

S B

C

-B O

R

IN

G S

.G

J TOR

District: 8 County:Dauphin

Station: 1051+15.3

Boring SBC05-01 Box 1 of 2

Boring SBC05-01 Box 2 of 2

SBC05-01

Section: 078 Offset: 282.4 ft. RT.

ECMS No.:92931

Date Printed: 3/27/2023

CORE BOX PHOTO LOG

Prepared by: American Engineers Group, LLC

P E

N N

D O

T C

O R

E B

O X

T

E S

T P

IT

P H

O T

O L

O G

P

E N

N D

O T

G

IN

T

_V E

R S

IO

N

_1 .2

.2 .3

_9 -2

1-

.G

D T

/2

/2

3:

C :\U

S E

R S

\A E

B E

R

LY

\D E

S K

T O

P \L

O G

S \8

3-

S

B C

-B

O R

IN

G

S .G a-1-b / gm a-6 / cl a-6 / cl a-6 / cl

1.2

1.3

0.2

0.1

1.4

1.0

0.8

1.2

1.0

1.5

GRAVEL, some Silt, little Sand, trace Clay, loose to very dense, damp, heterogeneous, poorly graded, angular, non-plastic, red brown to brown, fill, contains shale and limestone fragments, gray.

4.5'/El. 388.5

CEMENT CONCRETE.

S-4: Cement concrete fragments.

6.0'/El. 387.0

CLAY, some Gravel, little Sand, stiff to very stiff, moist, heterogeneous, medium plastic fines, orange brown to brown, fill.

S-7: Little silt.

10.5'/El. 382.5

CLAY, some Silt, little Sand, contains organics, medium, moist, heterogeneous, low plastic fines, dark brown, fill.

12.0'/El. 381.0

CLAY and SILT, some Sand, medium to very stiff, moist, heterogeneous, low plastic fines, brown to orange brown, residuum.

1-3-4

4-6-43

50/.2'

50/.2'

14-11-9 Pen=4.50 tsf

9-7-6 Pen=4.50 tsf

8-6-5 Pen=3.00 tsf

3-3-2 Pen=2.50 tsf

4-4-2 Pen=1.00 tsf

1-2-4 Pen=1.50 tsf

1.5

3.0 3.2

4.5 4.7

6.0

7.5

9.0

10.5

12.0

13.5

S-1

S-2

S-3

S-4

S-5

S-6

S-7

S-8

S-9

S-10

>50

>50

Baseline: SR 0083 Drilling Complete: 12/28/2021 2:30 pm

Boring SBC05-02 County: Dauphin

SR 0083

Lat. Long.

Casing I.D.: 3.00 in Casing Depth: 42.0 ft.

Water Level Elev./Elapsed Time:

Rock Core Method: Double Tube Wire Line-NQ

ECMS 92931

District: 8

OffsetSegment

Measured

Final Log Checked and Approved

Hammer Calibration Date:

Date: 3/29/2023

Sheet 1 of 3

Section 078

Coordinates:

By: Craig Welfer

PG/PE Seal, Signature and Date

Assumed 0.6

Casing Type: Flush Joint Casing - Spun Hole Type: Continuous SPT - Rock Core

ENGINEER'S LOG

SPT Hammer Efficiency:

NOTE: N values and all graphical plots are for information only.

Hammer Type: Safety

Drilling Start: 12/28/2021 9:35 am

Rig: Acker AD-II Truck

Inspector Cert. No. 457-19 Driller: Tim Mehalick

Company: Navarro & Wright Inspector: Ben Harlacher

336603.1100 N 2226398.5830 E

Ground Elev. 393.0 ft.

Offset 191.3 ft. RT.Sta. 1050+44.8

Lab Testing Performed on Sample

Grouting Complete: 01/21/2022 11:40 am

Initial 350.3 ft.

Final 352.3 ft. Elapsed 572.8 hr.

Elapsed 0.3 hr.

G R

A P

H

IC

SPT (N60)

10 20 30 40

Soil/Rock Rec.% 20 40 60 80

AASHTO

/ USCS

RQD %

REC

(ft.)E

LE

V

REC

MATERIAL DESCRIPTION

COMMENTS - OBSERVATIONS

BLOW

COUNTS

(Blows/ 0.5ft)S

A M

P

LE

D E

P T

H

S A

M

N60

RQD

P E

N N

D O

T E

N G

IN

E

E R

'S L

O G

P

E N

N D

O T

_G

IN

T _V

E R

S

IO

N _1

.2 .2

.3 _9

-2 1-

.G D

T

/3

/2

4:

C

:\U S

E R

S \A

E B

E R

LY

\D

E S

K T

O P

\L O

G S

\8 3-

S B

C

-B O

R

IN

G S

.G P

3/29/2023 a-6 / cl

A-4 /

ML

a-6 / cl a-4 / ml

A-4 /

ML

1.5

1.5

1.3

1.5

1.5

1.5

1.5

1.5

1.5

1.2

1.5

1.5

1.5

CLAY and SILT, some Sand, medium to very stiff, moist, heterogeneous, low plastic fines, brown to orange brown, residuum.

(Layer continued from the previous page.)

S-13: Increasing clay.

21.0'/El. 372.0

SILT, little Clay, trace Sand, very stiff, moist, heterogeneous, low plastic fines, orange brown, residuum.

24.0'/El. 369.0

CLAY, some Silt, little Sand, very stiff, moist, heterogeneous, medium plastic fines, brown, residuum.

25.5'/El. 367.5

SILT and SAND, some Clay, medium dense to dense, moist, heterogeneous, non-plastic, orange brown to brown, residuum.

S-21: Increasing clay.

31.5'/El. 361.5

SILT, little Clay, little Sand, trace Gravel, medium to very stiff, moist, heterogeneous, low plastic fines, brown, residuum.

3-4-5

4-5-9 Pen=3.50 tsf

7-7-9 Pen=4.00 tsf

5-6-7 Pen=4.00 tsf

8-9-12

9-9-12

3-5-8 Pen=3.50 tsf

9-11-15

7-8-13

15-14-11

6-6-7

3-4-5

6-4-5 Pen=1.00 tsf

15.0

16.5

18.0

19.5

21.0

22.5

24.0

25.5

27.0

28.5

30.0

31.5

33.0

34.5

S-11

S-12

S-13

S-14

S-15

S-16

S-17

S-18

S-19

S-20

S-21

S-22

S-23

Offset 191.3 ft. RT.

Boring SBC05-02 District: 8 County: Dauphin

SR 0083 Section 078

Sta. 1050+44.8

ECMS 92931 Sheet 2 of 3 NOTE: N values and all graphical plots are for information only.

ENGINEER'S LOG

Lab Testing Performed on Sample

G R

A P

H

IC

SPT (N60)

10 20 30 40

Soil/Rock Rec.% 20 40 60 80

AASHTO

/ USCS

RQD %

REC

(ft.)E

LE

V

REC

MATERIAL DESCRIPTION

COMMENTS - OBSERVATIONS

BLOW

COUNTS

(Blows/ 0.5ft)S

A M

P

LE

D E

P T

H

S A

M

N60

RQD

P E

N N

D O

T E

N G

IN

E

E R

'S L

O G

P

E N

N D

O T

_G

IN

T _V

E R

S

IO

N _1

.2 .2

.3 _9

-2 1-

.G D

T

/3

/2

4:

C

:\U S

E R

S \A

E B

E R

LY

\D

E S

K T

O P

\L O

G S

\8 3-

S B

C

-B O

R

IN

G S

.G a-4 / ml

1.5

1.2

1.0

0.0

0.6

0.0

2.0

2.9

5.0

SILT, little Clay, little Sand, trace Gravel, medium to very stiff, moist, heterogeneous, low plastic fines, brown, residuum.

(Layer continued from the previous page.)

37.5'/El. 355.5

SAND and SILT, some Clay, loose to very dense, moist to wet, heterogeneous, poorly graded, angular, non-plastic, brown, residuum.

S-28: Some gravel, weathered limestone fragments.

42.0'/El. 351.0

LIMESTONE, tan to blue gray, fine grained, medium hard to hard, moderately weathered to fresh, medium to thick bedding with moderate dip, bedding joints, medium to wide spacing, narrow joint opening, no water return during coring.

42.0'-43.0': Tan to light purple.

45.5'-47.4': Tan veining and discoloration, weathered.

47.6': Begin fresh rock.

52.0'/El. 341.0

Bottom of boring.

5-6-8 Pen=2.50 tsf

2-2-2 Pen=1.00 tsf

3-4-2

50/.2'

1-1-50/.1'

50/.0'

36.0

37.5

39.0 39.2

40.5

41.6

42.0 42.0

44.0

47.0

S-24

S-25

S-26

S-27

S-28

S-29

R-1

R-2

R-3

>50

>50

70%

97%

90%

Offset 191.3 ft. RT.

Boring SBC05-02 District: 8 County: Dauphin

SR 0083 Section 078

Sta. 1050+44.8

ECMS 92931 Sheet 3 of 3 NOTE: N values and all graphical plots are for information only.

ENGINEER'S LOG

Lab Testing Performed on Sample

G R

A P

H

IC

SPT (N60)

10 20 30 40

Soil/Rock Rec.% 20 40 60 80

AASHTO

/ USCS

RQD %

REC

(ft.)E

LE

V

REC

MATERIAL DESCRIPTION

COMMENTS - OBSERVATIONS

BLOW

COUNTS

(Blows/ 0.5ft)S

A M

P

LE

D E

P T

H

S A

M

N60

RQD

P E

N N

D O

T E

N G

IN

E

E R

'S L

O G

P

E N

N D

O T

_G

IN

T _V

E R

S

IO

N _1

.2 .2

.3 _9

-2 1-

.G D

T

/3

/2

4:

C

:\U S

E R

S \A

E B

E R

LY

\D

E S

K T

O P

\L O

G S

\8 3-

S B

C

-B O

R

IN

G S

.G P

TOR

County:Dauphin

Station: 1050+44.8

Boring SBC05-02 Box 1 of 2

Boring SBC05-02 Box 2 of 2

SBC05-02

Section: 078 Offset: 191.3 ft. RT.

ECMS No.:92931

Date Printed: 3/27/2023

CORE BOX PHOTO LOG

Prepared by: American Engineers Group, LLC

P E

N N

D O

T C

O R

E B

O X

T

E S

T P

IT

P H

O T

O L

O G

P

E N

N D

O T

G

IN

T

_V E

R S

IO

N

_1 .2

.2 .3

_9 -2

1-

.G

D T

/2

/2

3:

C :\U

S E

R S

\A E

B E

R

LY

\D E

S K

T O

P \L

O G

S \8

3-

S

B C

-B

O R

IN

G

S .G

E N

A M

E

/1

/2

D

A T

E p w

/m t-p w

.b e n tl e y .c o m

:m t-p w

/D o c u m e n ts

/P r o je c ts

/5 P

A P e n n D

O T

I /F

D C

S

R /3

C

A D

D /D e s ig n P r o p o s e d G

F /G

E O

T E

C H

/P la n s /C

S

R G

T P

N M

T .d g n

U S

E R d d a g o s t i n o

SWATARA TOWNSHIP

DISTRICT COUNTY ROUTE SECTION SHEET

DAUPHIN 818-0 0083 078 OF

REVISION

NUMBER

REVISIONS DATE BY

BORING PLAN

STOCKPILE

STOCKPILE

430 4

435'

FOR LIMITED ACCESS

LEGAL RIGHT-OF-WAY LINE

LINE FOR LIMITED ACCESS

LEGAL RIGHT-OF-WAY

L E

G

G H

T

O F

W

N E

LINE

RIGHT-OF-WAY

LEGAL

RIGHT-OF-WAY LINE

LEGAL

RIGHT-OF-WAY LINE

LEGAL

RIGHT-OF-WAY LINE

LEGAL

H I

G H

W

R P

O S

E S

E

A S

E M

E

R

R I

G H

T

O F

W

N E

L E

G

RIGHT-OF-WAY LINE

LEGAL

OF-WAY LINELEGAL RIGHT-

w

L

S U R

V

O N S T R

S R

C R

O S S

O V

I

V E

GRADING AREA 3

INTERIM

SURVEY & CONSTR �

SR 8027 RAMP MM INTERIM

S U R

V

O N S T R

S R

R

A M P

L L

I

N T E R

RB-32

RB-33

RB-33A

SBB24-01

SBB24-04

PT

N64°35'07"W

M A

T C

H T

O S

H E

MATCH TO SHEET 38

M A

T

E E

T

MATCH

TO

SHEET

SCALE

25 50 FEET0

P C

PT

asmithmyer Rectangle asmithmyer Rectangle asmithmyer Rectangle asmithmyer Rectangle

E N

A M

E

/1

/2

D

A T

E p w

/m t-p w

.b e n tl e y .c o m

:m t-p w

/D o c u m e n ts

/P r o je c ts

/5 P

A P e n n D

O T

I /F

D C

S

R /3

C

A D

D /D e s ig n P r o p o s e d G

F /G

E O

T E

C H

/P la n s /C

S

R G

T P

N M

T .d g n

U S

E R d d a g o s t i n o

SCALE

25 50 FEET0

SWATARA TOWNSHIP

DISTRICT COUNTY ROUTE SECTION SHEET

DAUPHIN 818-0 0083 078 OF

REVISION

NUMBER

REVISIONS DATE BY

BORING PLAN

WALL/FENCE

420420

405'

405'

405'

0'

0'

410'

410'

410'

5'

5'

415'

0'

420'

5'

425'

0'

440'

0'

RIGHT-OF-WAY LINE

LEGAL

RIGHT-OF-WAY LINE

LEGAL

FOR LIMITED ACCESS

RIGHT-OF-WAY LINE

LEGAL

LINE

RIGHT-OF-WAY

LEGAL

LEGAL

RI

GHT-

OF-

WAY

LI

NE

PURPOSES)

FOR

HI

GHWAY

LI

NE

(EASEMENT

RI

GHT-

OF-

WAY

LEGAL

H I

G H

W

R P

O S

E S

E

A S

E M

E

R

R I

G H

T

O F

W

N E

L E

G

PURPOSES)

FOR

HI

GHWAY

LI

NE

(EASEMENT

RI

GHT-

OF-

WAY

LEGAL

PURPOSES)

FOR

HI

GHWAY

LI

NE

(EASEMENT

RI

GHT-

OF-

WAY

LEGAL

PURPOSES)

FOR

HI

GHWAY

(EASEMENT

LI

NE

RI

GHT-

OF-

WAY

LEGAL

W

N E

L E

G

G H

T

E

C T

V

F O

E

C T

V

F O

E

C T

V

F O

E

T

C

T V

F

O

P

P

18" CMP

BR-

RIGHT-OF-WAY FENCE

SURVEY

CONSTR

SR

CROSSOVER

DRI

VE)

N09°31'04"E

RB-34

RB-35

RB-36

SBB24-07

SBB24-02

SBB24-03

SBB24-05

SBB24-06

SBB24-08

P C

P T

N2 2°

'5

6" W

M A

T

E E

T

MATCH TO SHEET 45 MATCH TO SHEET 46

M A

T C

H T

O S

H E

E T

P

TP

C asmithmyer Rectangle asmithmyer Rectangle asmithmyer Rectangle asmithmyer Rectangle asmithmyer Rectangle asmithmyer Rectangle asmithmyer Rectangle asmithmyer Rectangle asmithmyer Rectangle ml

A-6 /

CL

1.5

1.2

1.0

1.3

1.2

1.5

1.5

1.5

1.1

1.4

SILT, some Clay, little Sand, trace Gravel, contains rock fragments, medium to stiff, moist, homogeneous, low plastic fines, orange brown, residuum, contains quartz fragments.

5.0'/El. 409.5

SILT, some Clay, trace Sand, trace Gravel, contains rock fragments, stiff to hard, damp, homogeneous, medium plastic fines, orange brown, residuum, contains quartz fragments.

3-3-4

6-6-5

4-3-3

1-4-5

2-5-7

6-9-9

7-7-7

2-4-7

6-6-8

6-8-10

1.5

3.0

4.5

6.0

7.5

9.0

10.5

12.0

13.5

S-1

S-2

S-3

S-4

S-5

S-6

S-7

S-8

S-9

S-10

Baseline: SR 3037 (Crossover Drive) Drilling Complete: 04/19/2022 3:10 pm

Boring SBB24-01 County: Dauphin

SR 0083

Lat. Long.

Casing I.D.: 3.00 in Casing Depth: 40.5 ft.

Water Level Elev./Elapsed Time:

Rock Core Method: Double Tube Wire Line-NQ

ECMS 92931

District: 8

OffsetSegment

Measured

Final Log Checked and Approved

Hammer Calibration Date:

Date: 3/30/2023

Sheet 1 of 4

Section 078

Coordinates:

By: Craig Welfer

PG/PE Seal, Signature and Date

Assumed 0.8

Casing Type: Flush Joint Casing - Spun Hole Type: Continuous SPT - Rock Core

ENGINEER'S LOG

SPT Hammer Efficiency:

NOTE: N values and all graphical plots are for information only.

Hammer Type: Automatic

Drilling Start: 04/19/2022 8:50 am

Rig: Acker XLS Track

Inspector Cert. No. 082-99 Driller: Jason Groft

Company: Navarro & Wright Inspector: Stephen Walker

336965.2240 N 2231066.0430 E

Ground Elev. 414.5 ft.

Offset 19.8 ft. LT.Sta. 4017+41.0

Lab Testing Performed on Sample

Grouting Complete: 04/27/2022 8:10 am

Initial 377.6 ft.

Final 374.3 ft. Elapsed 184.3 hr.

Elapsed 0.6 hr.

G R

A P

H

IC

SPT (N60)

10 20 30 40

Soil/Rock Rec.% 20 40 60 80

AASHTO

/ USCS

RQD %

REC

(ft.)E

LE

V

REC

MATERIAL DESCRIPTION

COMMENTS - OBSERVATIONS

BLOW

COUNTS

(Blows/ 0.5ft)S

A M

P

LE

D E

P T

H

S A

M

N60

RQD

P E

N N

D O

T E

N G

IN

E

E R

'S L

O G

P

E N

N D

O T

_G

IN

T _V

E R

S

IO

N _1

.2 .2

.3 _9

-2 1-

.G D

T

/3

/2

5:

C

:\U S

E R

S \A

E B

E R

LY

\D

E S

K T

O P

\L O

G S

\8 3-

S B

B

-B O

R

IN

G S

.G P

3/30/2023

A-6 /

CL

1.0

1.5

1.1

1.3

1.1

1.2

1.0

1.1

1.5

1.5

1.5

1.5

1.5

SILT, some Clay, trace Sand, trace Gravel, contains rock fragments, stiff to hard, damp, homogeneous, medium plastic fines, orange brown, residuum, contains quartz fragments.

(Layer continued from the previous page.)

S-14 to S-16: Some Sand.

2-3-5

5-7-10

4-6-8

9-9-10

3-3-6

6-7-9

8-9-11

5-6-7

7-9-10

9-12-11

3-3-4

4-5-5

5-5-5

15.0

16.5

18.0

19.5

21.0

22.5

24.0

25.5

27.0

28.5

30.0

31.5

33.0

34.5

S-11

S-12

S-13

S-14

S-15

S-16

S-17

S-18

S-19

S-20

S-21

S-22

S-23

Offset 19.8 ft. LT.

Boring SBB24-01 District: 8 County: Dauphin

SR 0083 Section 078

Sta. 4017+41.0

ECMS 92931 Sheet 2 of 4 NOTE: N values and all graphical plots are for information only.

ENGINEER'S LOG

Lab Testing Performed on Sample

G R

A P

H

IC

SPT (N60)

10 20 30 40

Soil/Rock Rec.% 20 40 60 80

AASHTO

/ USCS

RQD %

REC

(ft.)E

LE

V

REC

MATERIAL DESCRIPTION

COMMENTS - OBSERVATIONS

BLOW

COUNTS

(Blows/ 0.5ft)S

A M

P

LE

D E

P T

H

S A

M

N60

RQD

P E

N N

D O

T E

N G

IN

E

E R

'S L

O G

P

E N

N D

O T

_G

IN

T _V

E R

S

IO

N _1

.2 .2

.3 _9

-2 1-

.G D

T

/3

/2

5:

C

:\U S

E R

S \A

E B

E R

LY

\D

E S

K T

O P

\L O

G S

\8 3-

S B

B

-B O

R

IN

G S

.G a-4 / ml

1.4

2.0

0.0

2.0

2.8

5.0

4.9

36.0'/El. 378.5

SILT, some Sand, some Clay, very soft, moist, homogeneous, non-plastic, brown, residuum.

36.0'-40.5': Rods fell 4.5' through soft material.

40.5': Casing refusal.

40.5'/El. 374.0

LIMESTONE, gray, mineral veins, hard, fresh, laminated to narrow bedding with shallow dip, jointed, moderate spacing, shallow dip, narrow joint opening, shaley interbeds.

8-7-6

WOR

Pen=0.00 tsf

50/.0'

36.0

40.5 40.5

42.5

45.5

50.5

S-24

S-25

S-26

R-1

R-2

R-3

R-4

>67

95%

93%

96%

88%

Offset 19.8 ft. LT.

Boring SBB24-01 District: 8 County: Dauphin

SR 0083 Section 078

Sta. 4017+41.0

ECMS 92931 Sheet 3 of 4 NOTE: N values and all graphical plots are for information only.

ENGINEER'S LOG

Lab Testing Performed on Sample

G R

A P

H

IC

SPT (N60)

10 20 30 40

Soil/Rock Rec.% 20 40 60 80

AASHTO

/ USCS

RQD %

REC

(ft.)E

LE

V

REC

MATERIAL DESCRIPTION

COMMENTS - OBSERVATIONS

BLOW

COUNTS

(Blows/ 0.5ft)S

A M

P

LE

D E

P T

H

S A

M

N60

RQD

P E

N N

D O

T E

N G

IN

E

E R

'S L

O G

P

E N

N D

O T

_G

IN

T _V

E R

S

IO

N _1

.2 .2

.3 _9

-2 1-

.G D

T

/3

/2

5:

C

:\U S

E R

S \A

E B

E R

LY

\D

E S

K T

O P

\L O

G S

\8 3-

S B

B

-B O

R

IN

G S

.G P

5.0

LIMESTONE, gray, mineral veins, hard, fresh, laminated to narrow bedding with shallow dip, jointed, moderate spacing, shallow dip, narrow joint opening, shaley interbeds.

(Layer continued from the previous page.)

65.5'/El. 349.0

Bottom of boring.

55.5

60.5

R-5

R-6

88%

86%

Offset 19.8 ft. LT.

Boring SBB24-01 District: 8 County: Dauphin

SR 0083 Section 078

Sta. 4017+41.0

ECMS 92931 Sheet 4 of 4 NOTE: N values and all graphical plots are for information only.

ENGINEER'S LOG

Lab Testing Performed on Sample

G R

A P

H

IC

SPT (N60)

10 20 30 40

Soil/Rock Rec.% 20 40 60 80

AASHTO

/ USCS

RQD %

REC

(ft.)E

LE

V

REC

MATERIAL DESCRIPTION

COMMENTS - OBSERVATIONS

BLOW

COUNTS

(Blows/ 0.5ft)S

A M

P

LE

D E

P T

H

S A

M

N60

RQD

P E

N N

D O

T E

N G

IN

E

E R

'S L

O G

P

E N

N D

O T

_G

IN

T _V

E R

S

IO

N _1

.2 .2

.3 _9

-2 1-

.G D

T

/3

/2

5:

C

:\U S

E R

S \A

E B

E R

LY

\D

E S

K T

O P

\L O

G S

\8 3-

S B

B

-B O

R

IN

G S

.G

County:Dauphin

Station: 4017+41.0

Boring SBB24-01 Box 1 of 3

Boring SBB24-01 Box 2 of 3

SBB24-01

Section: 078 Offset: 19.8 ft. LT.

ECMS No.:92931

Date Printed: 3/27/2023

CORE BOX PHOTO LOG

Prepared by: American Engineers Group, LLC

P E

N N

D O

T C

O R

E B

O X

T

E S

T P

IT

P H

O T

O L

O G

P

E N

N D

O T

G

IN

T

_V E

R S

IO

N

_1 .2

.2 .3

_9 -2

1-

.G

D T

/2

/2

0:

C :\U

S E

R S

\A E

B E

R

LY

\D E

S K

T O

P \L

O G

S \8

3-

S

B B

-B

O R

IN

G

S .G

County:Dauphin

Station: 4017+41.0

Boring SBB24-01 Box 3 of 3

SBB24-01

Section: 078 Offset: 19.8 ft. LT.

ECMS No.:92931

Date Printed: 3/27/2023

CORE BOX PHOTO LOG

Prepared by: American Engineers Group, LLC

P E

N N

D O

T C

O R

E B

O X

T

E S

T P

IT

P H

O T

O L

O G

P

E N

N D

O T

G

IN

T

_V E

R S

IO

N

_1 .2

.2 .3

_9 -2

1-

.G

D T

/2

/2

0:

C :\U

S E

R S

\A E

B E

R

LY

\D E

S K

T O

P \L

O G

S \8

3-

S

B B

-B

O R

IN

G

S .G a-2-4 / sm

A-6 /

CL

1.0

1.5

1.3

0.8

1.5

1.5

1.2

1.3

1.5

1.0

SAND, some Silt, little Clay, little Gravel, medium dense to dense, damp, homogeneous, poorly graded, non-plastic, black, fill, petroleum odor.

3.5'/El. 411.3

SILT, some Clay, little Gravel, little Sand, contains rock fragments, stiff to very stiff, damp, homogeneous, medium plastic fines, orange brown, residuum, contains quartz and limestone fragments.

WOH-4-4

10-18-13

17-13-8

5-4-4

2-4-4

6-5-6

4-6-6

3-3-5

3-3-5

3-5-5

1.5

3.0

4.5

6.0

7.5

9.0

10.5

12.0

13.5

S-1

S-2

S-3

S-4

S-5

S-6

S-7

S-8

S-9

S-10

Baseline: SR 3037 (Crossover Drive) Drilling Complete: 04/21/2022 11:10 am

Boring SBB24-02 County: Dauphin

SR 0083

Lat. Long.

Casing I.D.: 3.00 in Casing Depth: 26.5 ft.

Water Level Elev./Elapsed Time:

Rock Core Method: Double Tube Wire Line-NQ

ECMS 92931

District: 8

OffsetSegment

Measured

Final Log Checked and Approved

Hammer Calibration Date:

Date: 3/30/2023

Sheet 1 of 4

Section 078

Coordinates:

By: Craig Welfer

PG/PE Seal, Signature and Date

Assumed 0.8

Casing Type: Flush Joint Casing - Spun Hole Type: Continuous SPT - Rock Core

ENGINEER'S LOG

SPT Hammer Efficiency:

NOTE: N values and all graphical plots are for information only.

Hammer Type: Automatic

Drilling Start: 04/20/2022 9:30 am

Rig: Acker XLS Track

Inspector Cert. No. 082-99 Driller: Jason Groft

Company: Navarro & Wright Inspector: Stephen Walker

336993.0820 N 2231054.4650 E

Ground Elev. 414.8 ft.

Offset 19.9 ft. LT.Sta. 4017+71.1

Lab Testing Performed on Sample

Grouting Complete: 04/27/2022 8:45 am

Initial 380.2 ft.

Final 375.3 ft. Elapsed 141.1 hr.

Elapsed 2.3 hr.

G R

A P

H

IC

SPT (N60)

10 20 30 40

Soil/Rock Rec.% 20 40 60 80

AASHTO

/ USCS

RQD %

REC

(ft.)E

LE

V

REC

MATERIAL DESCRIPTION

COMMENTS - OBSERVATIONS

BLOW

COUNTS

(Blows/ 0.5ft)S

A M

P

LE

D E

P T

H

S A

M

N60

RQD

P E

N N

D O

T E

N G

IN

E

E R

'S L

O G

P

E N

N D

O T

_G

IN

T _V

E R

S

IO

N _1

.2 .2

.3 _9

-2 1-

.G D

T

/3

/2

5:

C

:\U S

E R

S \A

E B

E R

LY

\D

E S

K T

O P

\L O

G S

\8 3-

S B

B

-B O

R

IN

G S

.G P

1.2

1.2

1.0

1.1

1.5

1.0

1.1

4.8

2.9

SILT, some Clay, little Gravel, little Sand, contains rock fragments, stiff to very stiff, damp, homogeneous, medium plastic fines, orange brown, residuum, contains quartz and limestone fragments.

(Layer continued from the previous page.)

26.5'-28.5': Spoon slid down side of pinnacle.

26.5': Casing refusal.

26.5'/El. 388.3

LIMESTONE, gray, mineral veins, hard, fresh, thin to narrow bedding with shallow dip, jointed, moderate to medium spacing, shallow to moderate dip, narrow joint opening, shaley interbeds, no water return during coring.

34.4'/El. 380.4

NO RECOVERY, soil seam.

2-3-6

4-5-6

4-5-8

9-9-10

4-4-6

3-4-5

2-3-4

15.0

16.5

18.0

19.5

21.0

22.5

24.0

25.5

26.5

31.5

S-11

S-12

S-13

S-14

S-15

S-16

S-17

R-1

R-2

96%

58%

Offset 19.9 ft. LT.

Boring SBB24-02 District: 8 County: Dauphin

SR 0083 Section 078

Sta. 4017+71.1

ECMS 92931 Sheet 2 of 4 NOTE: N values and all graphical plots are for information only.

ENGINEER'S LOG

Lab Testing Performed on Sample

G R

A P

H

IC

SPT (N60)

10 20 30 40

Soil/Rock Rec.% 20 40 60 80

AASHTO

/ USCS

RQD %

REC

(ft.)E

LE

V

REC

MATERIAL DESCRIPTION

COMMENTS - OBSERVATIONS

BLOW

COUNTS

(Blows/ 0.5ft)S

A M

P

LE

D E

P T

H

S A

M

N60

RQD

P E

N N

D O

T E

N G

IN

E

E R

'S L

O G

P

E N

N D

O T

_G

IN

T _V

E R

S

IO

N _1

.2 .2

.3 _9

-2 1-

.G D

T

/3

/2

5:

C

:\U S

E R

S \A

E B

E R

LY

\D

E S

K T

O P

\L O

G S

\8 3-

S B

B

-B O

R

IN

G S

.G

3.4

4.8

4.9

5.0

NO RECOVERY, soil seam.

(Layer continued from the previous page.)

37.8'/El. 377.0

LIMESTONE, gray, mineral veins, hard, fresh, thin to narrow bedding with shallow dip, jointed, moderate to medium spacing, shallow to moderate dip, narrow joint opening, shaley interbeds, no water return during coring.

36.5

41.5

46.5

51.5

R-3

R-4

R-5

R-6

68%

92%

76%

92%

Offset 19.9 ft. LT.

Boring SBB24-02 District: 8 County: Dauphin

SR 0083 Section 078

Sta. 4017+71.1

ECMS 92931 Sheet 3 of 4 NOTE: N values and all graphical plots are for information only.

ENGINEER'S LOG

Lab Testing Performed on Sample

G R

A P

H

IC

SPT (N60)

10 20 30 40

Soil/Rock Rec.% 20 40 60 80

AASHTO

/ USCS

RQD %

REC

(ft.)E

LE

V

REC

MATERIAL DESCRIPTION

COMMENTS - OBSERVATIONS

BLOW

COUNTS

(Blows/ 0.5ft)S

A M

P

LE

D E

P T

H

S A

M

N60

RQD

P E

N N

D O

T E

N G

IN

E

E R

'S L

O G

P

E N

N D

O T

_G

IN

T _V

E R

S

IO

N _1

.2 .2

.3 _9

-2 1-

.G D

T

/3

/2

5:

C

:\U S

E R

S \A

E B

E R

LY

\D

E S

K T

O P

\L O

G S

\8 3-

S B

B

-B O

R

IN

G S

.G P

3.5

LIMESTONE, gray, mineral veins, hard, fresh, thin to narrow bedding with shallow dip, jointed, moderate to medium spacing, shallow to moderate dip, narrow joint opening, shaley interbeds, no water return during coring.

(Layer continued from the previous page.)

59.5'-60.0': Slightly weathered, discontinuity with sheer dip.

65.0'/El. 349.8

Bottom of boring.

56.5

61.5

R-7

R-8

100%

94%

Offset 19.9 ft. LT.

Boring SBB24-02 District: 8 County: Dauphin

SR 0083 Section 078

Sta. 4017+71.1

ECMS 92931 Sheet 4 of 4 NOTE: N values and all graphical plots are for information only.

ENGINEER'S LOG

Lab Testing Performed on Sample

G R

A P

H

IC

SPT (N60)

10 20 30 40

Soil/Rock Rec.% 20 40 60 80

AASHTO

/ USCS

RQD %

REC

(ft.)E

LE

V

REC

MATERIAL DESCRIPTION

COMMENTS - OBSERVATIONS

BLOW

COUNTS

(Blows/ 0.5ft)S

A M

P

LE

D E

P T

H

S A

M

N60

RQD

P E

N N

D O

T E

N G

IN

E

E R

'S L

O G

P

E N

N D

O T

_G

IN

T _V

E R

S

IO

N _1

.2 .2

.3 _9

-2 1-

.G D

T

/3

/2

5:

C

:\U S

E R

S \A

E B

E R

LY

\D

E S

K T

O P

\L O

G S

\8 3-

S B

B

-B O

R

IN

G S

.G

County:Dauphin

Station: 4017+71.1

Boring SBB24-02 Box 1 of 3

Boring SBB24-02 Box 2 of 3

SBB24-02

Section: 078 Offset: 19.9 ft. LT.

ECMS No.:92931

Date Printed: 3/27/2023

CORE BOX PHOTO LOG

Prepared by: American Engineers Group, LLC

P E

N N

D O

T C

O R

E B

O X

T

E S

T P

IT

P H

O T

O L

O G

P

E N

N D

O T

G

IN

T

_V E

R S

IO

N

_1 .2

.2 .3

_9 -2

1-

.G

D T

/2

/2

0:

C :\U

S E

R S

\A E

B E

R

LY

\D E

S K

T O

P \L

O G

S \8

3-

S

B B

-B

O R

IN

G

S .G

County:Dauphin

Station: 4017+71.1

Boring SBB24-02 Box 3 of 3

SBB24-02

Section: 078 Offset: 19.9 ft. LT.

ECMS No.:92931

Date Printed: 3/27/2023

CORE BOX PHOTO LOG

Prepared by: American Engineers Group, LLC

P E

N N

D O

T C

O R

E B

O X

T

E S

T P

IT

P H

O T

O L

O G

P

E N

N D

O T

G

IN

T

_V E

R S

IO

N

_1 .2

.2 .3

_9 -2

1-

.G

D T

/2

/2

0:

C :\U

S E

R S

\A E

B E

R

LY

\D E

S K

T O

P \L

O G

S \8

3-

S

B B

-B

O R

IN

G

S .G a-1-a / sp

A-6 /

CL

1.2

0.1

1.1

1.0

1.0

0.7

0.9

1.5

1.3

1.5

SAND and GRAVEL, little Silt, trace Clay, loose to medium dense, wet, lensed, poorly graded, non-plastic, black, fill, petroleum odor, sticky, contains railroad tie wood fragments.

8.0'/El. 407.9

SILT, some Clay, trace Sand, trace Gravel, contains rock fragments, medium to hard, damp, medium plastic fines, orange brown, residuum, contains quartz and limestone fragments.

S-7 and S-8: Chemical testing.

3-3-6

50/.4'

5-2-3

3-4-5

12-4-2

2-2-4

2-3-4

3-5-8

3-4-7

10-12-12

1.5

1.9

3.0

4.5

6.0

7.5

9.0

10.5

12.0

13.5

S-1

S-2

S-3

S-4

S-5

S-6

S-7

S-8

S-9

S-10

>67

Baseline: SR 3037 (Crossover Drive) Drilling Complete: 04/22/2022 9:40 am

Boring SBB24-03 County: Dauphin

SR 0083

Lat. Long.

Casing I.D.: 3.00 in Casing Depth: 30.5 ft.

Water Level Elev./Elapsed Time:

Rock Core Method: Double Tube Wire Line-NQ

ECMS 92931

District: 8

OffsetSegment

Measured

Final Log Checked and Approved

Hammer Calibration Date:

Date: 3/30/2023

Sheet 1 of 4

Section 078

Coordinates:

By: Craig Welfer

PG/PE Seal, Signature and Date

Assumed 0.8

Casing Type: Flush Joint Casing - Spun Hole Type: Continuous SPT - Rock Core

ENGINEER'S LOG

SPT Hammer Efficiency:

NOTE: N values and all graphical plots are for information only.

Hammer Type: Automatic

Drilling Start: 04/21/2022 12:10 pm

Rig: Acker XLS Track

Inspector Cert. No. 082-99 Driller: Jason Groft

Company: Navarro & Wright Inspector: Stephen Walker

336999.3060 N 2231101.8610 E

Ground Elev. 415.9 ft.

Offset 26.3 ft. RT.Sta. 4017+58.8

Lab Testing Performed on Sample

Grouting Complete: 04/27/2022 9:20 am

Initial 376.1 ft.

Final 371.8 ft. Elapsed 119.2 hr.

Elapsed 1.3 hr.

G R

A P

H

IC

SPT (N60)

10 20 30 40

Soil/Rock Rec.% 20 40 60 80

AASHTO

/ USCS

RQD %

REC

(ft.)E

LE

V

REC

MATERIAL DESCRIPTION

COMMENTS - OBSERVATIONS

BLOW

COUNTS

(Blows/ 0.5ft)S

A M

P

LE

D E

P T

H

S A

M

N60

RQD

P E

N N

D O

T E

N G

IN

E

E R

'S L

O G

P

E N

N D

O T

_G

IN

T _V

E R

S

IO

N _1

.2 .2

.3 _9

-2 1-

.G D

T

/3

/2

5:

C

:\U S

E R

S \A

E B

E R

LY

\D

E S

K T

O P

\L O

G S

\8 3-

S B

B

-B O

R

IN

G S

.G P

1.5

1.3

1.2

1.5

1.5

1.5

1.2

1.5

1.5

1.4

0.4

4.9

SILT, some Clay, trace Sand, trace Gravel, contains rock fragments, medium to hard, damp, medium plastic fines, orange brown, residuum, contains quartz and limestone fragments.

(Layer continued from the previous page.)

S-21: More sand 30.5': Casing refusal.

30.5'/El. 385.4

LIMESTONE, gray to blue gray, mineral veins, hard, fresh, thin to narrow bedding with shallow dip, jointed, moderate to medium spacing, flat dip, narrow joint opening, open joints, shaley interbeds.

3-2-5

5-5-8

4-5-6

9-7-9

2-5-6

9-11-10

2-3-6

2-3-5

4-6-6

3-4-7

1-50/.0'

15.0

16.5

18.0

19.5

21.0

22.5

24.0

25.5

27.0

28.5

30.0

30.5

S-11

S-12

S-13

S-14

S-15

S-16

S-17

S-18

S-19

S-20

S-21

R-1

>67

96%

Offset 26.3 ft. RT.

Boring SBB24-03 District: 8 County: Dauphin

SR 0083 Section 078

Sta. 4017+58.8

ECMS 92931 Sheet 2 of 4 NOTE: N values and all graphical plots are for information only.

ENGINEER'S LOG

Lab Testing Performed on Sample

G R

A P

H

IC

SPT (N60)

10 20 30 40

Soil/Rock Rec.% 20 40 60 80

AASHTO

/ USCS

RQD %

REC

(ft.)E

LE

V

REC

MATERIAL DESCRIPTION

COMMENTS - OBSERVATIONS

BLOW

COUNTS

(Blows/ 0.5ft)S

A M

P

LE

D E

P T

H

S A

M

N60

RQD

P E

N N

D O

T E

N G

IN

E

E R

'S L

O G

P

E N

N D

O T

_G

IN

T _V

E R

S

IO

N _1

.2 .2

.3 _9

-2 1-

.G D

T

/3

/2

5:

C

:\U S

E R

S \A

E B

E R

LY

\D

E S

K T

O P

\L O

G S

\8 3-

S B

B

-B O

R

IN

G S

.G P

4.6

5.0

LIMESTONE, gray to blue gray, mineral veins, hard, fresh, thin to narrow bedding with shallow dip, jointed, moderate to medium spacing, flat dip, narrow joint opening, open joints, shaley interbeds.

(Layer continued from the previous page.)

40.6': Discontinuity with sheer dip.

35.5

40.5

45.5

50.5

R-2

R-3

R-4

R-5

94%

82%

88%

98%

Offset 26.3 ft. RT.

Boring SBB24-03 District: 8 County: Dauphin

SR 0083 Section 078

Sta. 4017+58.8

ECMS 92931 Sheet 3 of 4 NOTE: N values and all graphical plots are for information only.

ENGINEER'S LOG

Lab Testing Performed on Sample

G R

A P

H

IC

SPT (N60)

10 20 30 40

Soil/Rock Rec.% 20 40 60 80

AASHTO

/ USCS

RQD %

REC

(ft.)E

LE

V

REC

MATERIAL DESCRIPTION

COMMENTS - OBSERVATIONS

BLOW

COUNTS

(Blows/ 0.5ft)S

A M

P

LE

D E

P T

H

S A

M

N60

RQD

P E

N N

D O

T E

N G

IN

E

E R

'S L

O G

P

E N

N D

O T

_G

IN

T _V

E R

S

IO

N _1

.2 .2

.3 _9

-2 1-

.G D

T

/3

/2

5:

C

:\U S

E R

S \A

E B

E R

LY

\D

E S

K T

O P

\L O

G S

\8 3-

S B

B

-B O

R

IN

G S

.G

1.5

LIMESTONE, gray to blue gray, mineral veins, hard, fresh, thin to narrow bedding with shallow dip, jointed, moderate to medium spacing, flat dip, narrow joint opening, open joints, shaley interbeds.

(Layer continued from the previous page.)

67.0'/El. 348.9

Bottom of boring.

55.5

60.5

65.5

R-6

R-7

R-8

98%

100%

87%

Offset 26.3 ft. RT.

Boring SBB24-03 District: 8 County: Dauphin

SR 0083 Section 078

Sta. 4017+58.8

ECMS 92931 Sheet 4 of 4 NOTE: N values and all graphical plots are for information only.

ENGINEER'S LOG

Lab Testing Performed on Sample

G R

A P

H

IC

SPT (N60)

10 20 30 40

Soil/Rock Rec.% 20 40 60 80

AASHTO

/ USCS

RQD %

REC

(ft.)E

LE

V

REC

MATERIAL DESCRIPTION

COMMENTS - OBSERVATIONS

BLOW

COUNTS

(Blows/ 0.5ft)S

A M

P

LE

D E

P T

H

S A

M

N60

RQD

P E

N N

D O

T E

N G

IN

E

E R

'S L

O G

P

E N

N D

O T

_G

IN

T _V

E R

S

IO

N _1

.2 .2

.3 _9

-2 1-

.G D

T

/3

/2

5:

C

:\U S

E R

S \A

E B

E R

LY

\D

E S

K T

O P

\L O

G S

\8 3-

S B

B

-B O

R

IN

G S

.G

County:Dauphin

Station: 4017+58.8

Boring SBB24-03 Box 1 of 4

Boring SBB24-03 Box 2 of 4

SBB24-03

Section: 078 Offset: 26.3 ft. RT.

ECMS No.:92931

Date Printed: 3/27/2023

CORE BOX PHOTO LOG

Prepared by: American Engineers Group, LLC

P E

N N

D O

T C

O R

E B

O X

T

E S

T P

IT

P H

O T

O L

O G

P

E N

N D

O T

G

IN

T

_V E

R S

IO

N

_1 .2

.2 .3

_9 -2

1-

.G

D T

/2

/2

0:

C :\U

S E

R S

\A E

B E

R

LY

\D E

S K

T O

P \L

O G

S \8

3-

S

B B

-B

O R

IN

G

S .G

County:Dauphin

Station: 4017+58.8

Boring SBB24-03 Box 3 of 4

Boring SBB24-03 Box 4 of 4

SBB24-03

Section: 078 Offset: 26.3 ft. RT.

ECMS No.:92931

Date Printed: 3/27/2023

CORE BOX PHOTO LOG

Prepared by: American Engineers Group, LLC

P E

N N

D O

T C

O R

E B

O X

T

E S

T P

IT

P H

O T

O L

O G

P

E N

N D

O T

G

IN

T

_V E

R S

IO

N

_1 .2

.2 .3

_9 -2

1-

.G

D T

/2

/2

0:

C :\U

S E

R S

\A E

B E

R

LY

\D E

S K

T O

P \L

O G

S \8

3-

S

B B

-B

O R

IN

G

S .G a-2-4 / sm

A-7-6

/ CL

1.5

1.4

1.5

1.5

1.5

1.2

1.5

1.5

1.5

1.2

SAND, some Silt, little Clay, trace Gravel, contains rock fragments, medium dense to dense, dry to damp, homogeneous, poorly graded, non-plastic, orange brown, residuum, contains quartz fragments.

6.0'/El. 409.3

SILT and CLAY, trace Sand, trace Gravel, contains rock fragments, stiff to hard, damp, homogeneous, medium plastic fines, brown to red brown, residuum, contains quartz and limestone fragments.

5-7-8

5-7-8

14-11-10

13-14-14

3-6-9

7-10-12

10-12-13

3-6-6

7-7-10

7-7-8

1.5

3.0

4.5

6.0

7.5

9.0

10.5

12.0

13.5

S-1

S-2

S-3

S-4

S-5

S-6

S-7

S-8

S-9

S-10

Baseline: SR 3037 (Crossover Drive) Drilling Complete: 04/18/2022 11:00 am

Boring SBB24-04 County: Dauphin

SR 0083

Lat. Long.

Casing I.D.: 3.00 in Casing Depth: 35.3 ft.

Water Level Elev./Elapsed Time:

Rock Core Method: Double Tube Wire Line-NQ

ECMS 92931

District: 8

OffsetSegment

Measured

Final Log Checked and Approved

Hammer Calibration Date:

Date: 3/30/2023

Sheet 1 of 4

Section 078

Coordinates:

By: Craig Welfer

PG/PE Seal, Signature and Date

Assumed 0.8

Casing Type: Flush Joint Casing - Spun Hole Type: Continuous SPT - Rock Core

ENGINEER'S LOG

SPT Hammer Efficiency:

NOTE: N values and all graphical plots are for information only.

Hammer Type: Automatic

Drilling Start: 04/13/2022 10:30 am

Rig: Acker XLS Track

Inspector Cert. No. 082-99 Driller: Jason Groft

Company: Navarro & Wright Inspector: Stephen Walker

336971.4260 N 2231113.2610 E

Ground Elev. 415.3 ft.

Offset 26.2 ft. RT.Sta. 4017+28.6

Lab Testing Performed on Sample

Grouting Complete: 04/27/2022 9:55 am

Initial 386.4 ft.

Final 372.1 ft. Elapsed 217.3 hr.

Elapsed 0.7 hr.

G R

A P

H

IC

SPT (N60)

10 20 30 40

Soil/Rock Rec.% 20 40 60 80

AASHTO

/ USCS

RQD %

REC

(ft.)E

LE

V

REC

MATERIAL DESCRIPTION

COMMENTS - OBSERVATIONS

BLOW

COUNTS

(Blows/ 0.5ft)S

A M

P

LE

D E

P T

H

S A

M

N60

RQD

P E

N N

D O

T E

N G

IN

E

E R

'S L

O G

P

E N

N D

O T

_G

IN

T _V

E R

S

IO

N _1

.2 .2

.3 _9

-2 1-

.G D

T

/3

/2

5:

C

:\U S

E R

S \A

E B

E R

LY

\D

E S

K T

O P

\L O

G S

\8 3-

S B

B

-B O

R

IN

G S

.G P

A-7-6

/ CL

1.3

1.2

1.2

1.5

1.3

1.5

1.5

1.5

1.5

1.5

1.5

1.2

1.5

0.8

SILT and CLAY, trace Sand, trace Gravel, contains rock fragments, stiff to hard, damp, homogeneous, medium plastic fines, brown to red brown, residuum, contains quartz and limestone fragments.

(Layer continued from the previous page.)

35.3': Casing refusal.

8-7-7

4-4-5

5-5-7

6-10-8

2-3-5

7-9-9

5-7-8

3-4-5

5-5-6

4-5-5

2-3-4

4-5-6

2-3-4

5-50/.3'

15.0

16.5

18.0

19.5

21.0

22.5

24.0

25.5

27.0

28.5

30.0

31.5

33.0

34.5

S-11

S-12

S-13

S-14

S-15

S-16

S-17

S-18

S-19

S-20

S-21

S-22

S-23

S-24

>67

Offset 26.2 ft. RT.

Boring SBB24-04 District: 8 County: Dauphin

SR 0083 Section 078

Sta. 4017+28.6

ECMS 92931 Sheet 2 of 4 NOTE: N values and all graphical plots are for information only.

ENGINEER'S LOG

Lab Testing Performed on Sample

G R

A P

H

IC

SPT (N60)

10 20 30 40

Soil/Rock Rec.% 20 40 60 80

AASHTO

/ USCS

RQD %

REC

(ft.)E

LE

V

REC

MATERIAL DESCRIPTION

COMMENTS - OBSERVATIONS

BLOW

COUNTS

(Blows/ 0.5ft)S

A M

P

LE

D E

P T

H

S A

M

N60

RQD

P E

N N

D O

T E

N G

IN

E

E R

'S L

O G

P

E N

N D

O T

_G

IN

T _V

E R

S

IO

N _1

.2 .2

.3 _9

-2 1-

.G D

T

/3

/2

5:

C

:\U S

E R

S \A

E B

E R

LY

\D

E S

K T

O P

\L O

G S

\8 3-

S B

B

-B O

R

IN

G S

.G

2.0

2.9

5.0

5.0

4.6

35.3'/El. 380.0

LIMESTONE, gray, mineral veins, hard, fresh, narrow bedding with shallow to moderate dip, jointed, narrow to close spacing, shallow to moderate dip, narrow joint opening, open joints, shaley interbeds.

49.3'-49.8': Vuggy, soil staining.

35.3

37.3

40.3

45.3

50.3

R-1

R-2

R-3

R-4

R-5

100%

90%

98%

100%

74%

Offset 26.2 ft. RT.

Boring SBB24-04 District: 8 County: Dauphin

SR 0083 Section 078

Sta. 4017+28.6

ECMS 92931 Sheet 3 of 4 NOTE: N values and all graphical plots are for information only.

ENGINEER'S LOG

Lab Testing Performed on Sample

G R

A P

H

IC

SPT (N60)

10 20 30 40

Soil/Rock Rec.% 20 40 60 80

AASHTO

/ USCS

RQD %

REC

(ft.)E

LE

V

REC

MATERIAL DESCRIPTION

COMMENTS - OBSERVATIONS

BLOW

COUNTS

(Blows/ 0.5ft)S

A M

P

LE

D E

P T

H

S A

M

N60

RQD

P E

N N

D O

T E

N G

IN

E

E R

'S L

O G

P

E N

N D

O T

_G

IN

T _V

E R

S

IO

N _1

.2 .2

.3 _9

-2 1-

.G D

T

/3

/2

5:

C

:\U S

E R

S \A

E B

E R

LY

\D

E S

K T

O P

\L O

G S

\8 3-

S B

B

-B O

R

IN

G S

.G P

4.5

LIMESTONE, gray, mineral veins, hard, fresh, narrow bedding with shallow to moderate dip, jointed, narrow to close spacing, shallow to moderate dip, narrow joint opening, open joints, shaley interbeds.

(Layer continued from the previous page.)

58.8'-59.7': Vuggy, soil staining.

65.3'/El. 350.0

Bottom of boring.

55.3

60.3

R-6

R-7

54%

92%

Offset 26.2 ft. RT.

Boring SBB24-04 District: 8 County: Dauphin

SR 0083 Section 078

Sta. 4017+28.6

ECMS 92931 Sheet 4 of 4 NOTE: N values and all graphical plots are for information only.

ENGINEER'S LOG

Lab Testing Performed on Sample

G R

A P

H

IC

SPT (N60)

10 20 30 40

Soil/Rock Rec.% 20 40 60 80

AASHTO

/ USCS

RQD %

REC

(ft.)E

LE

V

REC

MATERIAL DESCRIPTION

COMMENTS - OBSERVATIONS

BLOW

COUNTS

(Blows/ 0.5ft)S

A M

P

LE

D E

P T

H

S A

M

N60

RQD

P E

N N

D O

T E

N G

IN

E

E R

'S L

O G

P

E N

N D

O T

_G

IN

T _V

E R

S

IO

N _1

.2 .2

.3 _9

-2 1-

.G D

T

/3

/2

5:

C

:\U S

E R

S \A

E B

E R

LY

\D

E S

K T

O P

\L O

G S

\8 3-

S B

B

-B O

R

IN

G S

.G

County:Dauphin

Station: 4017+28.6

Boring SBB24-04 Box 1 of 3

Boring SBB24-04 Box 2 of 3

SBB24-04

Section: 078 Offset: 26.2 ft. RT.

ECMS No.:92931

Date Printed: 3/27/2023

CORE BOX PHOTO LOG

Prepared by: American Engineers Group, LLC

P E

N N

D O

T C

O R

E B

O X

T

E S

T P

IT

P H

O T

O L

O G

P

E N

N D

O T

G

IN

T

_V E

R S

IO

N

_1 .2

.2 .3

_9 -2

1-

.G

D T

/2

/2

0:

C :\U

S E

R S

\A E

B E

R

LY

\D E

S K

T O

P \L

O G

S \8

3-

S

B B

-B

O R

IN

G

S .G

County:Dauphin

Station: 4017+28.6

Boring SBB24-04 Box 3 of 3

SBB24-04

Section: 078 Offset: 26.2 ft. RT.

ECMS No.:92931

Date Printed: 3/27/2023

CORE BOX PHOTO LOG

Prepared by: American Engineers Group, LLC

P E

N N

D O

T C

O R

E B

O X

T

E S

T P

IT

P H

O T

O L

O G

P

E N

N D

O T

G

IN

T

_V E

R S

IO

N

_1 .2

.2 .3

_9 -2

1-

.G

D T

/2

/2

0:

C :\U

S E

R S

\A E

B E

R

LY

\D E

S K

T O

P \L

O G

S \8

3-

S

B B

-B

O R

IN

G

S .G

1.3

0.6

1.3

1.2

1.2

1.0

1.1

0.8

1.2

1.0

TOPSOIL.

1.0'/El. 412.0

SILT, some Clay, little Sand, trace Gravel, medium to very stiff, damp, homogeneous, low plastic fines, orange brown, residuum.

WOH-2-4

2-3-4

WOH-7-6

5-6-5

3-3-5

5-7-5

3-3-4

2-2-2

3-3-4

3-4-4

1.5

3.0

4.5

6.0

7.5

9.0

10.5

12.0

13.5

S-1

S-2

S-3

S-4

S-5

S-6

S-7

S-8

S-9

S-10

Baseline: SR 3037 (Crossover Drive) Drilling Complete: 04/06/2022 11:40 am

Boring SBB24-05 County: Dauphin

SR 0083

Lat. Long.

Casing I.D.: 3.00 in Casing Depth: 19.8 ft.

Water Level Elev./Elapsed Time:

Rock Core Method: Double Tube Wire Line-NQ

ECMS 92931

District: 8

OffsetSegment

Measured

Final Log Checked and Approved

Hammer Calibration Date:

Date: 3/30/2023

Sheet 1 of 4

Section 078

Coordinates:

By: Craig Welfer

PG/PE Seal, Signature and Date

Assumed 0.8

Casing Type: Flush Joint Casing - Spun Hole Type: Continuous SPT - Rock Core

ENGINEER'S LOG

SPT Hammer Efficiency:

NOTE: N values and all graphical plots are for information only.

Hammer Type: Automatic

Drilling Start: 04/05/2022 3:00 pm

Rig: Acker XLS Track

Inspector Cert. No. 082-99 Driller: Jason Groft

Company: Navarro & Wright Inspector: Stephen Walker

337176.2480 N 2230978.7250 E

Ground Elev. 413.0 ft.

Offset 19.8 ft. LT.Sta. 4019+69.3 Grouting Complete: 04/27/2022 12:40 pm

Initial 370.3 ft.

Final 367.8 ft. Elapsed 504.7 hr.

Elapsed 0.2 hr.

G R

A P

H

IC

SPT (N60)

10 20 30 40

Soil/Rock Rec.% 20 40 60 80

AASHTO

/ USCS

RQD %

REC

(ft.)E

LE

V

REC

MATERIAL DESCRIPTION

COMMENTS - OBSERVATIONS

BLOW

COUNTS

(Blows/ 0.5ft)S

A M

P

LE

D E

P T

H

S A

M

N60

RQD

P E

N N

D O

T E

N G

IN

E

E R

'S L

O G

P

E N

N D

O T

_G

IN

T _V

E R

S

IO

N _1

.2 .2

.3 _9

-2 1-

.G D

T

/3

/2

5:

C

:\U S

E R

S \A

E B

E R

LY

\D

E S

K T

O P

\L O

G S

\8 3-

S B

B

-B O

R

IN

G S

.G P

1.3

1.5

1.0

0.2

3.2

2.0

5.0

5.0

SILT, some Clay, little Sand, trace Gravel, medium to very stiff, damp, homogeneous, low plastic fines, orange brown, residuum.

(Layer continued from the previous page.)

19.8': Casing refusal.

19.8'/El. 393.2

LIMESTONE, blue gray, mineral veins, hard, fresh, narrow bedding with shallow dip, jointed, medium spacing, moderate dip, narrow joint opening, shaley interbeds, no water return.

3-4-4

2-5-5

4-3-3 Pen=0.75 tsf

50/.3'

15.0

16.5

18.0

19.5 19.8

23.0

25.0

30.0

S-11

S-12

S-13

S-14

R-1

R-2

R-3

R-4

>67

97%

100%

96%

90%

Offset 19.8 ft. LT.

Boring SBB24-05 District: 8 County: Dauphin

SR 0083 Section 078

Sta. 4019+69.3

ECMS 92931 Sheet 2 of 4 NOTE: N values and all graphical plots are for information only.

ENGINEER'S LOG

G R

A P

H

IC

SPT (N60)

10 20 30 40

Soil/Rock Rec.% 20 40 60 80

AASHTO

/ USCS

RQD %

REC

(ft.)E

LE

V

REC

MATERIAL DESCRIPTION

COMMENTS - OBSERVATIONS

BLOW

COUNTS

(Blows/ 0.5ft)S

A M

P

LE

D E

P T

H

S A

M

N60

RQD

P E

N N

D O

T E

N G

IN

E

E R

'S L

O G

P

E N

N D

O T

_G

IN

T _V

E R

S

IO

N _1

.2 .2

.3 _9

-2 1-

.G D

T

/3

/2

5:

C

:\U S

E R

S \A

E B

E R

LY

\D

E S

K T

O P

\L O

G S

\8 3-

S B

B

-B O

R

IN

G S

.G P

5.0

5.0

LIMESTONE, blue gray, mineral veins, hard, fresh, narrow bedding with shallow dip, jointed, medium spacing, moderate dip, narrow joint opening, shaley interbeds, no water return.

(Layer continued from the previous page.)

35.0

40.0

45.0

50.0

R-5

R-6

R-7

R-8

96%

84%

92%

100%

Offset 19.8 ft. LT.

Boring SBB24-05 District: 8 County: Dauphin

SR 0083 Section 078

Sta. 4019+69.3

ECMS 92931 Sheet 3 of 4 NOTE: N values and all graphical plots are for information only.

ENGINEER'S LOG

G R

A P

H

IC

SPT (N60)

10 20 30 40

Soil/Rock Rec.% 20 40 60 80

AASHTO

/ USCS

RQD %

REC

(ft.)E

LE

V

REC

MATERIAL DESCRIPTION

COMMENTS - OBSERVATIONS

BLOW

COUNTS

(Blows/ 0.5ft)S

A M

P

LE

D E

P T

H

S A

M

N60

RQD

P E

N N

D O

T E

N G

IN

E

E R

'S L

O G

P

E N

N D

O T

_G

IN

T _V

E R

S

IO

N _1

.2 .2

.3 _9

-2 1-

.G D

T

/3

/2

5:

C

:\U S

E R

S \A

E B

E R

LY

\D

E S

K T

O P

\L O

G S

\8 3-

S B

B

-B O

R

IN

G S

.G

4.0

LIMESTONE, blue gray, mineral veins, hard, fresh, narrow bedding with shallow dip, jointed, medium spacing, moderate dip, narrow joint opening, shaley interbeds, no water return.

(Layer continued from the previous page.)

56.2': Soil staining in fracture.

64.0'/El. 349.0

Bottom of boring.

55.0

60.0

R-9

R-10

92%

85%

Offset 19.8 ft. LT.

Boring SBB24-05 District: 8 County: Dauphin

SR 0083 Section 078

Sta. 4019+69.3

ECMS 92931 Sheet 4 of 4 NOTE: N values and all graphical plots are for information only.

ENGINEER'S LOG

G R

A P

H

IC

SPT (N60)

10 20 30 40

Soil/Rock Rec.% 20 40 60 80

AASHTO

/ USCS

RQD %

REC

(ft.)E

LE

V

REC

MATERIAL DESCRIPTION

COMMENTS - OBSERVATIONS

BLOW

COUNTS

(Blows/ 0.5ft)S

A M

P

LE

D E

P T

H

S A

M

N60

RQD

P E

N N

D O

T E

N G

IN

E

E R

'S L

O G

P

E N

N D

O T

_G

IN

T _V

E R

S

IO

N _1

.2 .2

.3 _9

-2 1-

.G D

T

/3

/2

5:

C

:\U S

E R

S \A

E B

E R

LY

\D

E S

K T

O P

\L O

G S

\8 3-

S B

B

-B O

R

IN

G S

.G

County:Dauphin

Station: 4019+69.3

Boring SBB24-05 Box 1 of 4

Boring SBB24-05 Box 2 of 4

SBB24-05

Section: 078 Offset: 19.8 ft. LT.

ECMS No.:92931

Date Printed: 3/27/2023

CORE BOX PHOTO LOG

Prepared by: American Engineers Group, LLC

P E

N N

D O

T C

O R

E B

O X

T

E S

T P

IT

P H

O T

O L

O G

P

E N

N D

O T

G

IN

T

_V E

R S

IO

N

_1 .2

.2 .3

_9 -2

1-

.G

D T

/2

/2

0:

C :\U

S E

R S

\A E

B E

R

LY

\D E

S K

T O

P \L

O G

S \8

3-

S

B B

-B

O R

IN

G

S .G

County:Dauphin

Station: 4019+69.3

Boring SBB24-05 Box 3 of 4

Boring SBB24-05 Box 4 of 4

SBB24-05

Section: 078 Offset: 19.8 ft. LT.

ECMS No.:92931

Date Printed: 3/27/2023

CORE BOX PHOTO LOG

Prepared by: American Engineers Group, LLC

P E

N N

D O

T C

O R

E B

O X

T

E S

T P

IT

P H

O T

O L

O G

P

E N

N D

O T

G

IN

T

_V E

R S

IO

N

_1 .2

.2 .3

_9 -2

1-

.G

D T

/2

/2

0:

C :\U

S E

R S

\A E

B E

R

LY

\D E

S K

T O

P \L

O G

S \8

3-

S

B B

-B

O R

IN

G

S .G

0.8

1.0

1.3

1.5

1.2

0.5

0.8

1.5

1.3

1.3

TOPSOIL.

0.5'/El. 413.2

SILT, some Clay, little Gravel, little Sand, very soft to hard, damp, homogeneous, medium plastic fines, orange brown, residuum, contains quartz and limestone fragments.

S-6: Quartz fragments.

WOH-1-2

WOH-2-4

7-11-13

5-6-6

2-3-5

5-7-8

5-6-6

2-2-5

5-6-6

4-6-6

1.5

3.0

4.5

6.0

7.5

9.0

10.5

12.0

13.5

S-1

S-2

S-3

S-4

S-5

S-6

S-7

S-8

S-9

S-10

Baseline: SR 3037 (Crossover Drive) Drilling Complete: 04/11/2022 4:20 pm

Boring SBB24-06 County: Dauphin

SR 0083

Lat. Long.

Casing I.D.: 3.00 in Casing Depth: 40.0 ft.

Water Level Elev./Elapsed Time:

Rock Core Method: Double Tube Wire Line-NQ

ECMS 92931

District: 8

OffsetSegment

Measured

Final Log Checked and Approved

Hammer Calibration Date:

Date: 3/30/2023

Sheet 1 of 4

Section 078

Coordinates:

By: Craig Welfer

PG/PE Seal, Signature and Date

Assumed 0.8

Casing Type: Flush Joint Casing - Spun Hole Type: Continuous SPT - Rock Core

ENGINEER'S LOG

SPT Hammer Efficiency:

NOTE: N values and all graphical plots are for information only.

Hammer Type: Automatic

Drilling Start: 04/11/2022 8:50 am

Rig: Acker XLS Track

Inspector Cert. No. 082-99 Driller: Jason Groft

Company: Navarro & Wright Inspector: Stephen Walker

337115.0860 N 2231004.0370 E

Ground Elev. 413.7 ft.

Offset 19.8 ft. LT.Sta. 4019+03.2

Lab Testing Performed on Sample

Grouting Complete: 04/27/2022 12:55 pm

Initial 379.8 ft.

Final 368.9 ft. Elapsed 380.5 hr.

Elapsed 0.6 hr.

G R

A P

H

IC

SPT (N60)

10 20 30 40

Soil/Rock Rec.% 20 40 60 80

AASHTO

/ USCS

RQD %

REC

(ft.)E

LE

V

REC

MATERIAL DESCRIPTION

COMMENTS - OBSERVATIONS

BLOW

COUNTS

(Blows/ 0.5ft)S

A M

P

LE

D E

P T

H

S A

M

N60

RQD

P E

N N

D O

T E

N G

IN

E

E R

'S L

O G

P

E N

N D

O T

_G

IN

T _V

E R

S

IO

N _1

.2 .2

.3 _9

-2 1-

.G D

T

/3

/2

5:

C

:\U S

E R

S \A

E B

E R

LY

\D

E S

K T

O P

\L O

G S

\8 3-

S B

B

-B O

R

IN

G S

.G P

1.5

1.5

1.5

1.3

1.5

1.2

1.0

1.2

1.0

1.1

1.5

1.3

1.5

SILT, some Clay, little Gravel, little Sand, very soft to hard, damp, homogeneous, medium plastic fines, orange brown, residuum, contains quartz and limestone fragments.

(Layer continued from the previous page.)

8-7-8

2-3-4

7-7-6

6-6-7

3-3-5

3-7-11

6-4-3

1-2-2

1-2-4 Pen=1.25 tsf

WOR

Pen=1.50 tsf

2-3-4

3-3-4

3-3-3 Pen=1.25 tsf

15.0

16.5

18.0

19.5

21.0

22.5

24.0

25.5

27.0

28.5

30.0

31.5

33.0

34.5

S-11

S-12

S-13

S-14

S-15

S-16

S-17

S-18

S-19

S-20

S-21

S-22

S-23

Offset 19.8 ft. LT.

Boring SBB24-06 District: 8 County: Dauphin

SR 0083 Section 078

Sta. 4019+03.2

ECMS 92931 Sheet 2 of 4 NOTE: N values and all graphical plots are for information only.

ENGINEER'S LOG

Lab Testing Performed on Sample

G R

A P

H

IC

SPT (N60)

10 20 30 40

Soil/Rock Rec.% 20 40 60 80

AASHTO

/ USCS

RQD %

REC

(ft.)E

LE

V

REC

MATERIAL DESCRIPTION

COMMENTS - OBSERVATIONS

BLOW

COUNTS

(Blows/ 0.5ft)S

A M

P

LE

D E

P T

H

S A

M

N60

RQD

P E

N N

D O

T E

N G

IN

E

E R

'S L

O G

P

E N

N D

O T

_G

IN

T _V

E R

S

IO

N _1

.2 .2

.3 _9

-2 1-

.G D

T

/3

/2

5:

C

:\U S

E R

S \A

E B

E R

LY

\D

E S

K T

O P

\L O

G S

\8 3-

S B

B

-B O

R

IN

G S

.G

1.5

1.2

1.3

0.1

2.0

3.0

5.0

5.0

SILT, some Clay, little Gravel, little Sand, very soft to hard, damp, homogeneous, medium plastic fines, orange brown, residuum, contains quartz and limestone fragments.

(Layer continued from the previous page.)

40.0': Casing refusal.

40.0'/El. 373.7

LIMESTONE, blue gray, mineral veins, hard, fresh, narrow bedding with moderate dip, jointed, moderate spacing, shallow dip, narrow joint opening, shaley interbeds, no water return during coring.

48.6'-50.0': Very steep fracture.

2-2-2

WOH

WOR

Pen=0.00 tsf

5-50/.0'

36.0

37.5

39.0

39.5

40.0

42.0

45.0

50.0

S-24

S-25

S-26

S-27

R-1

R-2

R-3

R-4

>67

90%

87%

78%

84%

Offset 19.8 ft. LT.

Boring SBB24-06 District: 8 County: Dauphin

SR 0083 Section 078

Sta. 4019+03.2

ECMS 92931 Sheet 3 of 4 NOTE: N values and all graphical plots are for information only.

ENGINEER'S LOG

Lab Testing Performed on Sample

G R

A P

H

IC

SPT (N60)

10 20 30 40

Soil/Rock Rec.% 20 40 60 80

AASHTO

/ USCS

RQD %

REC

(ft.)E

LE

V

REC

MATERIAL DESCRIPTION

COMMENTS - OBSERVATIONS

BLOW

COUNTS

(Blows/ 0.5ft)S

A M

P

LE

D E

P T

H

S A

M

N60

RQD

P E

N N

D O

T E

N G

IN

E

E R

'S L

O G

P

E N

N D

O T

_G

IN

T _V

E R

S

IO

N _1

.2 .2

.3 _9

-2 1-

.G D

T

/3

/2

5:

C

:\U S

E R

S \A

E B

E R

LY

\D

E S

K T

O P

\L O

G S

\8 3-

S B

B

-B O

R

IN

G S

.G P

LIMESTONE, blue gray, mineral veins, hard, fresh, narrow bedding with moderate dip, jointed, moderate spacing, shallow dip, narrow joint opening, shaley interbeds, no water return during coring.

(Layer continued from the previous page.)

58.5'-60.0': Steeply dipping fracture.

65.0'/El. 348.7

Bottom of boring.

55.0

60.0

R-5

R-6

84%

66%

Offset 19.8 ft. LT.

Boring SBB24-06 District: 8 County: Dauphin

SR 0083 Section 078

Sta. 4019+03.2

ECMS 92931 Sheet 4 of 4 NOTE: N values and all graphical plots are for information only.

ENGINEER'S LOG

Lab Testing Performed on Sample

G R

A P

H

IC

SPT (N60)

10 20 30 40

Soil/Rock Rec.% 20 40 60 80

AASHTO

/ USCS

RQD %

REC

(ft.)E

LE

V

REC

MATERIAL DESCRIPTION

COMMENTS - OBSERVATIONS

BLOW

COUNTS

(Blows/ 0.5ft)S

A M

P

LE

D E

P T

H

S A

M

N60

RQD

P E

N N

D O

T E

N G

IN

E

E R

'S L

O G

P

E N

N D

O T

_G

IN

T _V

E R

S

IO

N _1

.2 .2

.3 _9

-2 1-

.G D

T

/3

/2

5:

C

:\U S

E R

S \A

E B

E R

LY

\D

E S

K T

O P

\L O

G S

\8 3-

S B

B

-B O

R

IN

G S

.G

County:Dauphin

Station: 4019+03.2

Boring SBB24-06 Box 1 of 3

Boring SBB24-06 Box 2 of 3

SBB24-06

Section: 078 Offset: 19.8 ft. LT.

ECMS No.:92931

Date Printed: 3/27/2023

CORE BOX PHOTO LOG

Prepared by: American Engineers Group, LLC

P E

N N

D O

T C

O R

E B

O X

T

E S

T P

IT

P H

O T

O L

O G

P

E N

N D

O T

G

IN

T

_V E

R S

IO

N

_1 .2

.2 .3

_9 -2

1-

.G

D T

/2

/2

0:

C :\U

S E

R S

\A E

B E

R

LY

\D E

S K

T O

P \L

O G

S \8

3-

S

B B

-B

O R

IN

G

S .G

County:Dauphin

Station: 4019+03.2

Boring SBB24-06 Box 3 of 3

SBB24-06

Section: 078 Offset: 19.8 ft. LT.

ECMS No.:92931

Date Printed: 3/27/2023

CORE BOX PHOTO LOG

Prepared by: American Engineers Group, LLC

P E

N N

D O

T C

O R

E B

O X

T

E S

T P

IT

P H

O T

O L

O G

P

E N

N D

O T

G

IN

T

_V E

R S

IO

N

_1 .2

.2 .3

_9 -2

1-

.G

D T

/2

/2

0:

C :\U

S E

R S

\A E

B E

R

LY

\D E

S K

T O

P \L

O G

S \8

3-

S

B B

-B

O R

IN

G

S .G

0.2

0.6

1.3

1.5

1.1

1.0

0.7

0.8

0.9

0.9

TOPSOIL.

0.5'/El. 414.1

SILT, some Clay, little Sand, trace Gravel, soft to very stiff, damp, homogeneous, low plastic fines, orange brown, residuum, contains limestone and quartz fragments.

WOH-1-1

1-2-3

4-5-9

7-8-9

3-3-6

8-10-10

7-8-9

2-3-5

5-7-8

3-5-5

1.5

3.0

4.5

6.0

7.5

9.0

10.5

12.0

13.5

S-1

S-2

S-3

S-4

S-5

S-6

S-7

S-8

S-9

S-10

Baseline: SR 3037 (Crossover Drive) Drilling Complete: 04/12/2022 1:50 pm

Boring SBB24-07 County: Dauphin

SR 0083

Lat. Long.

Casing I.D.: 3.00 in Casing Depth: 47.5 ft.

Water Level Elev./Elapsed Time:

Rock Core Method: Double Tube Wire Line-NQ

ECMS 92931

District: 8

OffsetSegment

Measured

Final Log Checked and Approved

Hammer Calibration Date:

Date: 3/30/2023

Sheet 1 of 4

Section 078

Coordinates:

By: Craig Welfer

PG/PE Seal, Signature and Date

Assumed 0.8

Casing Type: Flush Joint Casing - Spun Hole Type: Continuous SPT - Rock Core

ENGINEER'S LOG

SPT Hammer Efficiency:

NOTE: N values and all graphical plots are for information only.

Hammer Type: Automatic

Drilling Start: 04/12/2022 9:30 am

Rig: Acker XLS Track

Inspector Cert. No. 082-99 Driller: Jason Groft

Company: Navarro & Wright Inspector: Stephen Walker

337125.1600 N 2231045.2130 E

Ground Elev. 414.6 ft.

Offset 22.1 ft. RT.Sta. 4018+96.7

Lab Testing Performed on Sample

Grouting Complete: 04/27/2022 1:50 pm

Initial 369.8 ft.

Final 370.5 ft. Elapsed 359.6 hr.

Elapsed 2.2 hr.

NOTE: BORING MOVED 5.0' LT DUE TO LARGE TREE.

G R

A P

H

IC

SPT (N60)

10 20 30 40

Soil/Rock Rec.% 20 40 60 80

AASHTO

/ USCS

RQD %

REC

(ft.)E

LE

V

REC

MATERIAL DESCRIPTION

COMMENTS - OBSERVATIONS

BLOW

COUNTS

(Blows/ 0.5ft)S

A M

P

LE

D E

P T

H

S A

M

N60

RQD

P E

N N

D O

T E

N G

IN

E

E R

'S L

O G

P

E N

N D

O T

_G

IN

T _V

E R

S

IO

N _1

.2 .2

.3 _9

-2 1-

.G D

T

/3

/2

5:

C

:\U S

E R

S \A

E B

E R

LY

\D

E S

K T

O P

\L O

G S

\8 3-

S B

B

-B O

R

IN

G S

.G P a-4 / cl-ml

1.3

1.0

1.2

1.2

1.4

1.5

1.5

1.5

1.5

1.3

1.5

1.2

1.3

SILT, some Clay, little Sand, trace Gravel, soft to very stiff, damp, homogeneous, low plastic fines, orange brown, residuum, contains limestone and quartz fragments.

(Layer continued from the previous page.)

19.5'/El. 395.1

SILT and CLAY, some Sand, trace Gravel, very soft to very stiff, damp, homogeneous, low plastic fines, orange brown, residuum, contains quartz and limestone fragments.

6-6-7

2-3-4

4-5-6

4-4-7

4-4-5

6-6-7

5-5-6

2-2-4

3-3-4

1-2-3 Pen=1.00 tsf

WOH

Pen=0.50 tsf

4-4-2

1-2-3 Pen=0.75 tsf

15.0

16.5

18.0

19.5

21.0

22.5

24.0

25.5

27.0

28.5

30.0

31.5

33.0

3…