Soil Boring Sheet Sign Template

DEPARTMENT OF TRANSPORTATION

COMMONWEALTH OF PENNSYLVANIA

SHEET OF

DATE

STRUCTURE BORINGS

DISTRICT GEOTECHNICAL ENGINEER S -

PP POCKET PENETROMETERT TORVANEBFE BOTTOM OF FOOTING ELEVATIONBPCE BOTTOM OF PILE CAP ELEVATIONEPTE ESTIMATED PILE TIP ELEVATIONTOR ESTIMATED TOP OF ROCK ELEVATION

GEOTECHNICAL ENGINEER/ENGINEERING GEOLOGIST

FOR ADDITIONAL SOIL AND ROCK DESCRIPTIONS SEE PUBLICATION 222.

THIS SHEET IS INCLUDED FOR THE CONVENIENCE OF THE DEPARTMENT. REFER TOPUBLICATION 408 SECTION 102.05 FOR FURTHER INFORMATION.

THE SUBSURFACE EXPLORATION DATA THAT ARE PRESENTED ON THESEDRAWINGS (INCLUDING BORING LOGS, EARTH SAMPLES, ROCK CORES,CLASSIFICATION OF MATERIALS AND DEPTH OF BORINGS) ACCURATELYREPRESENT THE CONDITIONS ENCOUNTERED BY THE TEST BORING PROGRAMAT EACH BORING LOCATION.

DATE:

LEGEND

THE BORING LOGS AND RELATED INFORMATION DEPICT SUBSURFACE CONDITIONSONLY AT THE SPECIFIC LOCATIONS AND DATES INDICATED. SUBSURFACECONDITIONS MAY DIFFER FROM THE CONDITIONS REPORTED AT THE SPECIFICLOCATIONS. ALSO, THE PASSAGE OF TIME MAY RESULT IN A CHANGE OFCONDITIONS AT THE BORING LOCATIONS.

GENERAL NOTES

THE DESCRIPTIONS OF THE MATERIALS HAVE BEEN VERIFIED.



SHEET OF

DATE

STRUCTURE BORINGS

S -

0.1

0.6

0.3

1.5

0.6

1.5

0.4

0.2

1.2

1.5

0.8

0.2

0.8

0.0

0.8

0.8

1.2

1.5

1.5

1.5

1.0

1.5

1.5

1.2

0.8

1.0

1.5

1.5

0.6

0.0

0.6

0.0

0.8

100

100

50

100

40

100

27

13

80

100

53

13

53

0

53

53

80

100

100

100

67

100

100

80

53

67

100

100

40

0

40

0

53

>67

>67

>67

25

13

27

17

15

28

13

13

8

19

20

7

3

5

11

17

20

3

0

4

12

20

15

7

27

7

5

9

7

9

BPCE430.00

S-1A-1S-2

S-3

S-4

S-5

S-6

S-7

S-8

S-9

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

S-23

S-24

S-25

S-26

S-27

S-28

S-29

S-30

S-31

S-32

S-33

BITUMINOUS CONCRETE, black, 0.1' spoon refusal. 0.4'/El. 451.3

Coarse SAND and GRAVEL, some Silt, contains bituminousconcrete fragments, very loose to very dense, dry to wet,homogeneous, poorly graded, orange brown to gray, fill.2.1' spoon refusal.S-3 has a creosote odor.3.6' spoon refusal.

0.0' - 13' fill.

13.5'-49.5' alluvial.

S-14 no recovery; reason unknown.

24.0'/El. 427.7

SILT and SAND, very loose to medium dense, wet, orangebrown, becoming more brown in color.

30.0'/El. 421.7

SILT, some Sand, medium dense to dense, wet to moist,homogeneous, well graded, angular to sub-angular, light orangebrown to dark brown.

45.0'/El. 406.7

SILT and SAND, dark brown and orange brown.S-30 no recovery, reason unknown.49.5' end of boring sheared off bottom 10' of augers, had toabandon hole; moved 3' back station.

49.5'/El. 402.2

A-4 / CL

a-4 / ml

a-4 / ml

a-4 / ml

50/.1'

23-50/.1'

20-50/.1'

7-9-10

1-2-8

8-9-11

7-8-5

6-5-6

6-6-15

9-5-5

6-3-7

7-3-3

7-7-7

8-8-7

4-3-2

2-0-2

1-1-31.25/---1-3-5

1.50/---

7-7-6

8-8-7

1-1-1

0-0-01.00/---1-1-2

0.00/---5-5-4

1.75/---

8-8-7

5-5-61.50/---3-2-3

1.50/---3-11-91.00/---

7-3-2

1-2-2

2-3-4

1-2-3

2-4-30.50/---

0.1

1.5 2.1 3.0 3.6 4.5

6.0

7.5

9.0

10.5

12.0

13.5

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

36.0

37.5

39.0

40.5

42.0

43.5

45.0

46.5

48.0

0 FT.SIZE OF CORE:

1.874"

TOP OF BORINGELEVATION:

451.7 FT.

START: 09/13/2010 10:00 AM

FINISH: 09/15/2010 11:50 AM

HAMMER: AUTOMATIC

VERTICAL SCALE:

DRILLING INSPECTOR: KYLE GIBNEY

EFFICIENCY: 0.8 ERa

5 FT.

DRILLER & DRILLING COMPANY:EICHELBERGERS, INC.

B. JONES0 HR. READING - ELAPSED TIME: El. 434.9 - 43.7 hr.

24 HR. READING - ELAPSED TIME: El. 433.0 - 70.7 hr.

DRILLING METHOD AND EQUIPMENT:DBLE TUBE SPLIT INNER BRL-NX, AUTOMATIC,TRACK RIG W/SAFETY HAMMER

SPT (N) 10 20 30 40

Soil/Rock Rec. % 20 40 60 80

RE

C (

ft.)

SUBSTRUCTURE UNIT:

ABUTMENT 1BORING NUMBER:

S1-01

GR

AP

HIC

ELE

V.

450

445

440

435

430

425

420

415

410

405

RQD %

RE

C (

%)

LOG 1 OF 1

STATION: 306+44.0

N 6

0 /

%R

QD

BORING LOCATION

OFFSET: 0.3 ft. LT.

SA

MP

LEN

O.MATERIAL

DESCRIPTION

AA

SH

TO

/U

SC

S

BLO

WC

OU

NT

----

----

PP

/T T

SF

SA

MP

LED

EP

TH




LEGEND

GENERAL NOTES





SHEET OF

DATE

STRUCTURE BORINGS

S -

1.5

0.6

0.4

1.5

0.4

0.1

0.1 0.8

1.2

0.2

0.0

0.6

0.1

1.2

1.5

0.8

1.0

0.6

1.0

1.2

0.4

0.8

0.3

0.1

0.6

0.8

1.2

1.5

1.5

1.0

0.6

1.2

1.5

1.0

1.5

0.2

100

40

27

100

27

100

100100

60

10

0

40

7

80

100

53

67

40

67

80

27

53

20

7

40

53

80

100

100

67

40

80

100

67

100

100

77

21

36

16

49

>67

>670%

0%

0%

0%

23

20

11

8

16

19

9

7

4

1

8

5

5

25

9

20

7

8

7

11

7

17

12

3

>67

BPCE430.00

S-1

S-2

S-3

S-4

S-5

S-6A-1S-7A-2R-1R-2

R-3

R-4

S-8

S-9

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

S-23

S-24

S-25

S-26

S-27

S-28

S-29

S-30

S-31

A-3

S-32

BITUMINOUS CONCRETE, asphalt. 0.5'/El. 450.7

SAND and GRAVEL, medium dense to very dense, moist todry, dark gray.

2.5'/El. 448.7

SILT, some Sand, some coarse and fine Gravel.spoon refusal @ 7'; S-6 no recovery due to cobbles.

0'-16.3' fill. 9.5'/El. 441.7

Spoon refusal.

COBBLES, cobbles and boulders.

R-4 no recovery; reason unknown. 16.5'/El. 434.7

SAND, some Silt, medium dense, wet, well graded, graybrown.

19.5'/El. 431.7

SAND, some Silt, trace Gravel, loose to medium dense, wet,orange brown.16.3'-28.5' alluvial.

28.5'/El. 422.7

SILT and SAND, some Gravel, very loose to loose, moist towet, brown.28.5'-55.7' residual.

36.0'/El. 415.2

SAND, some Silt, some Gravel, loose to medium dense, wet,orange brown.

40.5'/El. 410.7

SAND, some Silt, loose to medium dense, wet, well graded.

52.5'/El. 398.7

UNSAMPLED.

55.5'/El. 395.7

SAND and SILT, medium dense to dense, wet to moist, wellgraded, orange brown.

55.7'/El. 395.5

a-1-b /sw

A-4 / CL

a-1-b /sw-sm

A-4 /CL-ML

a-4 / ml

a-1-b /sm

a-1-b /sw-sm

a-1-b /sw-sm

50-34-24

11-9-7

7-12-15

7-9-3

7-18-19

50/.1'

50/.1'

6-8-9

6-8-7

3-1-7

4-4-2

5-5-7

9-6-8

6-4-3

2-2-3

2-2-1

1-1-0

2-2-4

3-2-2

1-2-2

3-7-12

5-4-3

2-5-10

5-3-2

3-3-3

2-2-3

2-3-5

2-3-2

12-9-4

3-3-6

1-1-1

50/.2'

1.5

3.0

4.5

6.0

7.5 7.6 9.0 9.1 9.5 10.3

12.3

14.3

16.3 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

36.0

37.5

39.0

40.5

42.0

43.5

45.0

46.5

48.0

49.5

51.0

52.5

55.5

0 FT.SIZE OF CORE:

1.874"


451.2 FT.

START: 09/18/2010 8:00 AM

FINISH: 09/18/2010 4:30 PM

HAMMER: AUTOMATIC

VERTICAL SCALE:


EFFICIENCY: 0.8 ERa

5 FT.




DRILLING METHOD AND EQUIPMENT:DBLE. TUBE WIRE LN-NQ, AUTOMATIC,TRACK RIG W/SAFETY HAMMER

SPT (N) 10 20 30 40

Soil/Rock Rec. % 20 40 60 80

RE

C (

ft.)

SUBSTRUCTURE UNIT:


S1-02

GR

AP

HIC

ELE

V.

450

445

440

435

430

425

420

415

410

405

400

RQD %

NOTE: DRILL TO 56.3'; STARTED TO CORE AT 55.7'; DRILLER ATTEMPTED TO PULL INNER BARREL ; SHEARED

RE

C (

%)

LOG 1 OF 1

STATION: 306+60.0

N 6

0 /

%R

QD

BORING LOCATION

OFFSET: 13.6 ft. LT.

SA

MP

LEN

O.MATERIAL

DESCRIPTION

AA

SH

TO

/U

SC

S

BLO

WC

OU

NT

----

----

PP

/T T

SF

SA

MP

LED

EP

TH




LEGEND

GENERAL NOTES





SHEET OF

DATE

STRUCTURE BORINGS

S -

0.1

0.6

0.5

0.0

1.4

1.0

0.6

1.5

0.0

0.9

0.1 1.8

0.0

0.0

1.9

1.9

2.4

1.0

0.0

0.0

0.0

0.0

0.0

0.0

10

60

20

0

93

67

40

100

0

60

10090

0

0

95

76

96

19

0

0

0

0

0

0

0%

60%

20%

3

5

3

3

3

3

0

>6790%

0%

>67

85%

76%

96%

10%

0%

0

0

3

12

0%

BPCE428.00

A-1A-2

A-3

R-1

R-2

R-3

S-1

S-2

S-3

S-4

S-5

S-6

S-7

S-8R-4

R-5

S-9

R-6

R-7

R-8

R-9

R-10

S-10

S-11

S-12

S-13

R-11

BITUMINOUS CONCRETE. 0.5'/El. 451.4

CEMENT CONCRETE. 1.3'/El. 450.6

UNSAMPLED.

19.4'/El. 432.5

CEMENT CONCRETE, concrete footing.

23.9'/El. 428.0

SAND and CLAY, some Silt, very loose, wet, well graded,orange brown.23.9'-34.5' alluvial after S-6 casing advanced to deck level andleft open; spoon refusal at 34.5'.S-1 no recovery due to loose material, sediment trap installedcasing device every two spoons too soft for penetrometer.

34.5'/El. 417.4

LIMESTONE, limestone pinnacle. 36.5'/El. 415.4

SAND and CLAY, soil seam, vertical fracture, or weatheredrock.

39.7'/El. 412.2

LIMESTONE, gray, hard to very hard, fresh to moderatelyweathered, laminated to thin bedding with sheer dip, fracturezone, closely spaced discontinuity spacing, sheer dip.

47.7'/El. 404.2

SILT and CLAY, soil seam, vertical fracture or weathered rock.

a-1-b /sc-sm

1-1-1

1-1-3

1-1-1

1-1-1

1-1-1

1-1-1

1-0-0

50/.1'

50/.3'

0-0-0

0-0-0

1-0-2

4-5-4

0.5 1.3

19.4

20.4

21.4

23.9

25.4

26.9

28.4

29.9

31.4

32.9

34.4 34.5

36.5

39.0 39.3 39.7

41.7

44.2

46.7

51.9

54.2

55.7

57.2

58.7

60.2

0 FT.SIZE OF CORE:

1.874"


451.9 FT.

START: 09/23/2010 7:15 AM

FINISH: 10/08/2010 3:10 PM

HAMMER: AUTOMATIC

VERTICAL SCALE:


EFFICIENCY: 0.8 ERa

5 FT.


B. JONES0 HR. READING - ELAPSED TIME: NR - NR

24 HR. READING - ELAPSED TIME: NR - NR


SPT (N) 10 20 30 40

Soil/Rock Rec. % 20 40 60 80

RE

C (

ft.)

SUBSTRUCTURE UNIT:

PIERBORING NUMBER:

S1-04

GR

AP

HIC

ELE

V.

450

445

440

435

430

425

420

415

410

405

400

395

RQD %

RE

C (

%)

LOG 1 OF 2

STATION: 307+48.0

N 6

0 /

%R

QD

BORING LOCATION


SA

MP

LEN

O.MATERIAL

DESCRIPTION

AA

SH

TO

/U

SC

S

BLO

WC

OU

NT

----

----

PP

/T T

SF

SA

MP

LED

EP

TH




LEGEND

GENERAL NOTES



0.0

2.5

2.5

2.5

5.0

2.8

0.2

0.7

0.0

0.0

0.0

0.0

3.0

5.0

1.0

0

100

100

100

100

56

8

28

0

0

0

0

100

100

33

0%

92%

80%

100%

100%

56%

0%

14%

0%

0%

0%

0%

90%

100%

10%

EPTE389.20

R-11

R-12

R-13

R-14

R-15

R-16

R-17

R-18

R-19

R-20

R-21

R-22

R-23

R-24

R-25

SILT and CLAY, soil seam, vertical fracture or weatheredrock.(Layer continued from the previous log page)

62.7'/El. 389.2

LIMESTONE, gray, hard to very hard, fresh to moderatelyweathered, indistinct to thin bedding with sheer dip, jointed,closely spaced discontinuity spacing, sheer dip.

80.4'/El. 371.579.4'-80.2' void due to sand filled void; drillers tools got sanded inand it took 1.5 days to get fixed.

SILT and CLAY, soil seam, vertical fracture or weathered rock.

94.6'/El. 357.3

LIMESTONE, light gray, hard to very hard, fresh to moderatelyweathered, indistinct to thin bedding with very steep dip, fracturezone, closely spaced discontinuity spacing, sheer dip, siliceous.94.6' -95.4' solution activity.

R-24 solid 5' core.

R-25 2' of rock core slipped, unable to recover. 105.6'/El. 346.3

62.7

65.2

67.7

70.2

75.2

80.2

82.7

85.2

87.7

90.2

92.7

94.6

97.6

102.6

VERTICAL SCALE:0 FT. 5 FT.

0 HR. READING: NR

24 HR. READING: NR

SPT (N) 10 20 30 40

Soil/Rock Rec. % 20 40 60 80

RE

C (

ft.)

SUBSTRUCTURE UNIT:

PIERBORING NUMBER:

S1-04

GR

AP

HIC

ELE

V.

390

385

380

375

370

365

360

355

350

RQD %

RE

C (

%)

LOG 2 OF 2

STATION: 307+48.0

N 6

0 /

%R

QD

BORING LOCATION


SA

MP

LEN

O.MATERIAL

DESCRIPTION

AA

SH

TO

/U

SC

S

BLO

WC

OU

NT

----

----

PP

/T T

SF

SA

MP

LED

EP

TH



SHEET OF

DATE

STRUCTURE BORINGS

S -

0.9

0.5

0.3

0.1

0.6

0.0

0.5

1.0

0.8

0.6

1.1

0.6

0.4

0.0

0.0

0.1 1.5

0.5

0.0

0.0

0.1

0.4

0.9

0.5

60

33

20

7

40

0

33

67

53

40

73

67

67

0

0

10062

25

0

0

4

16

36

20

12

9

4

12

7

5

4

44

31

27

41

>67

>67

0%

0%

>670%

0%

0%

>67

0%

0%

0%

0%

BFE428.00

A-1

S-1

S-2

S-3

S-4

S-5

S-6

S-7

S-8

S-9

S-10

S-11

S-12A-2S-13A-3

R-1

R-2

S-14R-3

R-4

R-5

S-15

R-6

R-7

R-8

R-9


SAND and GRAVEL, subbase. 1.5'/El. 449.5

SAND, some Silt, some Gravel, very loose to loose, wet to dry,dark gray, quartzitic gravel.

0'-12' fill. 7.5'/El. 443.5

SAND and SILT, some Gravel, very loose to loose, brown.

No recovery; reason unknown S-6. 12.0'/El. 439.0

SAND and GRAVEL, some Silt, medium dense, moist, darkbrown to gray.12'-16.5' alluvial.

16.5' -20.5' saprolitic soil.

20.5'/El. 430.520.1' spoon refusal.

PHYLLITE interbedded with SHALE, dark gray, fissile, hard,fresh to slight weathering, laminated bedding with steep dip,foliation joints, laminated spacing, sheer dip, closely fissile.R-1 no recovery, reason unknown, several attempts were madeto get recovery in R-1 and R-2, but all failed..R-2 no recovery reason unknown.spoon refusal.

R-5 no recovery reason unknown.spoon refusal.

41.0'/El. 410.0

a-1-b /sw-sm

a-1-b /sw-sm

a-1-b /sm

a-1-a /sw

4-5-4

2-4-3

3-2-1

3-4-5

5-3-2

3-2-2

3-2-1

5-16-17

9-12-11

13-10-10

9-13-18

15-50/.4'

11-50/.1'

50/.1'

50/.1'

1.5

3.0

4.5

6.0

7.5

9.0

10.5

12.0

13.5

15.0

16.5

18.0 18.9 19.5 20.1 20.5

23.0

24.5 24.6

27.0

29.0

30.9 31.0

33.5

36.0

38.5

0 FT.SIZE OF CORE:

1.874"


451.0 FT.

START: 10/12/2010 8:05 AM

FINISH: 10/12/2010 4:30 PM

HAMMER: AUTOMATIC

VERTICAL SCALE:


EFFICIENCY: 0.8 ERa

5 FT.





SPT (N) 10 20 30 40

Soil/Rock Rec. % 20 40 60 80

RE

C (

ft.)

SUBSTRUCTURE UNIT:


S1-05

GR

AP

HIC

ELE

V.

450

445

440

435

430

425

420

415

410

RQD %

RE

C (

%)

LOG 1 OF 1

STATION: 308+36.0

N 6

0 /

%R

QD

BORING LOCATION

OFFSET: 15.2 ft. RT.

SA

MP

LEN

O.MATERIAL

DESCRIPTION

AA

SH

TO

/U

SC

S

BLO

WC

OU

NT

----

----

PP

/T T

SF

SA

MP

LED

EP

TH




LEGEND

GENERAL NOTES





SHEET OF

DATE

STRUCTURE BORINGS

S -

1.5

1.0

0.3

0.3

0.3

0.6

0.1 0.9 1.2

0.9

0.7

1.0

1.5

1.4

0.3

0.2 2.0

3.0

5.0

100

67

20

20

20

40

10010060

45

35

67

100

100

38

100100

100

100

68

19

7

5

4

3

>67100%35%

0%

0%

20

25

96

>67

>670%

20%

70%

TOR419.10BFE428.00

S-1

S-2

S-3

S-4

S-5

S-6

S-7R-1R-2

R-3

R-4

S-8

S-9

S-10

A-1S-11A-2S-12R-5

R-6

R-7


GRAVEL and SAND. 3.0'/El. 448.3

SAND, some Silt, some Gravel, very loose to very dense, moistto dry, dark gray.

9.1'/El. 442.23'-16' fill.

COBBLES, evidence of boulders.Spoon refusal.

16.0'/El. 435.3

Coarse SAND and GRAVEL, medium dense to very dense, wetto moist, well graded, mottled green brown and light green gray,glacial till.16'-22.2' residual saprolitic soil.

22.2'/El. 429.1

PHYLLITE interbedded with SHALE, dark gray olive to darkolive gray, fissile, medium hard, fresh to slight weathering,laminated to thin bedding with sheer dip, bedding joints, closespacing, sheer dip.auger refusal.top of rock at 22.2'.

32.2'/El. 419.1

a-1-b /sm

a-1-b /sm

a-1-b /sw-sm

50-33-18

6-7-7

1-3-2

2-2-2

2-1-2

2-1-1

50/.1'

5-7-8

6-9-10

6-22-50/.4'

20-50/.3'

50/.2'

1.5

3.0

4.5

6.0

7.5

9.0 9.1 10.0

12.0

14.0

16.0

17.5

19.0

20.4 20.5 21.3 22.0 22.2 24.2

27.2

0 FT.SIZE OF CORE:

1.874"


451.3 FT.

START: 08/30/2010 8:00 AM

FINISH: 08/31/2010 4:00 PM

HAMMER: AUTOMATIC

VERTICAL SCALE:

DRILLING INSPECTOR: LAWRENCE GRYBOSKY

EFFICIENCY: 0.8 ERa

5 FT.



24 HR. READING - ELAPSED TIME: NR - NR


SPT (N) 10 20 30 40

Soil/Rock Rec. % 20 40 60 80

RE

C (

ft.)

SUBSTRUCTURE UNIT:


S1-06

GR

AP

HIC

ELE

V.

450

445

440

435

430

425

420

RQD %

RE

C (

%)

LOG 1 OF 1

STATION: 308+21.0

N 6

0 /

%R

QD

BORING LOCATION


SA

MP

LEN

O.MATERIAL

DESCRIPTION

AA

SH

TO

/U

SC

S

BLO

WC

OU

NT

----

----

PP

/T T

SF

SA

MP

LED

EP

TH




LEGEND

GENERAL NOTES





SHEET OF

DATE

STRUCTURE BORINGS

S -

S1-01 306+44.00.31 ft. LT.

S-3 to 10 3.0 to15.0

15.7 25.0 75.0 35.0 40.0 A-4 CL 2.68 34 17 17 0.011 29.0 0.012 28.0 TRIAXIAL-CD

S1-01 306+44.00.31 ft. LT.

S-13 18.5 to19.5

15.0 3 5 NP

S1-02 306+60.013.55 ft. LT.

S-1 to 6 6.0 to9.0

4.9 11.0 36.6 18.3 18.3 52.2 24.0 28.2 A-4 CL 2.65 26 16 10 0.198 25.0 DIR. SHR.

S1-02 306+60.013.55 ft. LT.

S-11 to13

21.0 to26.0

3.8 6.1 42.2 51.7 30.4 21.3 A-4 CL-ML 2.63 24 14 10 0.020 27.0 DIR. SHR.

PLASTICITYPARAMETERS

SAND%

TESTDEPTH

(FT.)

CLASSIFICATION% GRAIN SIZE DISTRIBUTION

(AASHTO)

GRAVEL%

CLAY%

SILT%

FINES %

FINESAND

%

C'(TSF)

C(TSF)

TESTMETHOD

'(TSF)

STATION &OFFSET

SAMPLE #

LIQUID LIMIT

PLASTIC LIMIT

P. I. NATURALMOISTURE

%

BORINGNUMBER

USCS S.G.AASHTO(DEG.)

LABORATORY TEST SUMMARY - SOILS

SHEAR STRENGTH

COARSESAND %




LEGEND

GENERAL NOTES


S1-01B 306+44.00.31 ft. LT.

R-1 29.5 to34.0

POINT LOAD TEST 1200.0 PSI /86 TSF

SLAKE LEVEL 6 10% / TYPE I 80 60 LIMESTONE OLD PORT FORMATION:SHRIVER, MANDATA,

CORRIGANVILLE AND NEWCREEK MEMBERS

S1-02B 306+60.05.66 ft. LT.

R-1 50.0 to55.0

UNCONFINEDCOMPRESSIVE TEST

850.0 PSI /61 TSF

SLAKE LEVEL 6 10% / TYPE I 88 50 LIMESTONE JUNIATA AND BALD EAGLEFORMATIONS

BORINGNUMBER

STATION &OFFSET

SAMPLE #

TESTDEPTH

(FT.)

TEST STRENGTH JARSLAKE TEST

PERFORMED?

SLAKEDURABILITY

INDEX & TYPE

ROCKRECOVERY

%

LABORATORY TEST SUMMARY - ROCK CORE

RQD%

BEDROCKLITHOLOGY

STRATIGRAPHICUNIT

Documents

Soil Boring Sheet Sign Template