cpt number cpt-1 logo - bentley · cpt number cpt-1 page 3 of 3 client abc corporation project...

ASPHALT

WELL GRADED SANDWITH SILT, SILTYSAND, (SW-SM) 10 %gravel, 80 % sand, 10 %fines, green, well graded,rounded, fine to mediumgrained, moist, very loose,trace chert

WELL GRADED SANDWITH SILT, SILTYSAND, (SW-SM) 10 %gravel, 80 % sand, 10 %fines, light brownish grayand light blueish green(10YR4/3), well graded,well rounded, fine tomedium grained, dry tomoist, loose, fissured, withchert, and coal, tracecoarse gravel, no odor,weak cementation,hydrocarbon staining,weak HCL reaction,Alluvium fill, somecomments

WELL GRADED SANDWITH SILT, SILTYSAND, (SW-SM) 10 %gravel, 80 % sand, 10 %fines, brown and olive,well graded, well rounded,fine to medium grained,moist, medium dense,trace clay, little ferrousnodules, and chert,hydrocarbon odor, strongcementation, iron oxidestaining, weak HCLreaction, more comments

DATE STARTED 11/21/08 COMPLETED 11/22/08

0

(Continued Next Page)

NOTES Weather: Warm, sunny, slight westerly wind.

GROUND ELEVATION 38.25 m MSL

DRILLING CONTRACTOR AAAAA Drilling, Inc.

DEPTH(m)

0.0

0.5

1.0

1.5

2.0

2.5

3.0

3.5

4.0

4.5

MATERIAL DESCRIPTIONfrom B-1

FRICTION(MPa)

0.4 0.8 1.20 1.6

CONE RESISTANCE(MPa)

5 10 15 20 25 30 35

FRICTIONRATIO (%)2.5 5.0 7.5 10

CPT NUMBER CPT-1PAGE 1 OF 3

CLIENT ABC Corporation

PROJECT NUMBER ABC-12345

PROJECT NAME gINT Example

PROJECT LOCATION Somewhere, SOMEPLACE

gINT Software1160 North Dutton Ave, Suite 140Santa Rosa, CA 95401Telephone: 707 284 2200Fax: 707 284 2274

CP

T G

INT

STD

A4.

GP

J G

INT

STD

A4.

GD

T 1

/22/

09

ELEV.(m)

38.0

37.5

37.0

36.5

36.0

35.5

35.0

34.5

34.0

33.5

Logo

SANDY LEAN CLAY,SANDY CLAY, (CL) 10 %gravel, 25 % sand, 65 %fines, brown and green,moist to moist, very stiff,medium plasticity, slowdilatancy, mediumtoughness, high drystrength, trace medium tocoarse sand, someferrous nodules, and mica,chemical odor, strongcementation, hydrocarbonstaining, weak HCLreaction, comments aboutthe clay

SANDY FAT CLAY, (CH)gray, hard, high plasticity

SANDY FAT CLAY,SANDY FAT CLAY, (CH)5 % gravel, 25 % sand, 70% fines, gray, dry tomoist, hard, fissured, highplasticity, no dilatancy,high toughness, high drystrength, trace clayey silt,little coal refuse,hydrocarbon odor,moderate cementation,hydrocarbon staining,moderate HCL reaction,PWR fill, more comments


0





DEPTH(m)

5.0

5.5

6.0

6.5

7.0

7.5

8.0

8.5

9.0

9.5


FRICTION(MPa)

0.4 0.8 1.20 1.6


5 10 15 20 25 30 35








CP

T G

INT

STD

A4.

GP

J G

INT

STD

A4.

GD

T 1

/22/

09

ELEV.(m)

33.0

32.5

32.0

31.5

31.0

30.5

30.0

29.5

29.0

28.5

Logo

CLAYEY SHALE, freshlyweathered to completelyweathered, thinly bedded,inclined, disturbed, darkbrownish gray to light olivegreen (10YR4/3), finelycrystalline, Minerology,hard to medium hard,medium to mediumfracture spacing, 15° to45° bedding angle, dry toflowing, no staining,[Geologic Formation]Local Name, 80, LayerRQD = Layer RQD% rockcomments

Refusal at 10.70 meters.Bottom of borehole at

14.10 meters.


0




DEPTH(m)

10.0

10.5

11.0

11.5

12.0

12.5

13.0

13.5

14.0


FRICTION(MPa)

0.4 0.8 1.20 1.6


5 10 15 20 25 30 35








CP

T G

INT

STD

A4.

GP

J G

INT

STD

A4.

GD

T 1

/22/

09

ELEV.(m)

28.0

27.5

27.0

26.5

26.0

25.5

25.0

24.5

Logo

Cement 5%Bentonite Grout

4" PVC Sch. 40

Bentonite Seal

Sand (#3)

4" PVC Sch. 400.010" slot

GBO-1

SPTS-1

SPTS-2

SPTS-3

STT-1

SPTS-4

SPTS-5

SPTS-6

1-2-3-4(5)

4-5-6-7(11)

8-9-10-11(19)

45-46-50/0.10

45-50/0.05

50/0.03

FID = 20GRO = 30

PID = 1SOV = 60TPH = 50

Vapor = 93

Vapor = 9

FID = 20PID = 10

GRO = 10

PID = 22

PID = 33PID = 500

0.30

1.80

3.65

5.50

7.35

8.25

ASPHALT

WELL GRADED SAND WITH SILT, SILTY SAND,(SW-SM) 10 % gravel, 80 % sand, 10 % fines, green,well graded, rounded, fine to medium grained, moist, veryloose, trace chert

WELL GRADED SAND WITH SILT, SILTY SAND,(SW-SM) 10 % gravel, 80 % sand, 10 % fines, lightbrownish gray and light blueish green (10YR4/3), wellgraded, well rounded, fine to medium grained, dry tomoist, loose, fissured, with chert, and coal, trace coarsegravel, no odor, weak cementation, hydrocarbon staining,weak HCL reaction, Alluvium fill, some comments

WELL GRADED SAND WITH SILT, SILTY SAND,(SW-SM) 10 % gravel, 80 % sand, 10 % fines, brownand olive, well graded, well rounded, fine to mediumgrained, moist, medium dense, trace clay, little ferrousnodules, and chert, hydrocarbon odor, strongcementation, iron oxide staining, weak HCL reaction,more comments

SANDY LEAN CLAY, SANDY CLAY, (CL) 10 % gravel,25 % sand, 65 % fines, brown and green, moist to moist,very stiff, medium plasticity, slow dilatancy, mediumtoughness, high dry strength, trace medium to coarsesand, some ferrous nodules, and mica, chemical odor,strong cementation, hydrocarbon staining, weak HCLreaction, comments about the clay

SANDY FAT CLAY, (CH) gray, hard, high plasticity

SANDY FAT CLAY, SANDY FAT CLAY, (CH) 5 %gravel, 25 % sand, 70 % fines, gray, dry to moist, hard,fissured, high plasticity, no dilatancy, high toughness,high dry strength, trace clayey silt, little coal refuse,hydrocarbon odor, moderate cementation, hydrocarbonstaining, moderate HCL reaction, PWR fill, morecomments

37.30

35.80

33.95

32.10

30.25

29.35

GROUND WATER LEVELS:

COMPLETED 4/28/08

CHECKED BY Y. Me

DATE STARTED 4/28/08

LOGGED BY A. Bore

DRILLING CONTRACTOR ABC Drilling

DRILLING METHOD Hollow Stem Auger 2"

NOTES General remarks


AT TIME OF DRILLING 4.55 m / Elev 33.05 m

AT END OF DRILLING 3.65 m / Elev 33.95 m

24hrs AFTER DRILLING 7.50 m / Elev 30.10 m

HOLE SIZE 0.15m to 7.5m,NX to BOH


WELL DIAGRAM

DE

PTH

(m)

1

2

3

4

5

6

7

8

9

10

SA

MP

LETY

PE

NU

MB

ER

BLO

WC

OU

NTS

(N V

ALU

E)

EN

VIR

ON

ME

NTA

LD

ATA

GR

AP

HIC

LOG MATERIAL DESCRIPTION

Casing Top Elev: 37.61 (m)Casing Type: Steel

BORING NUMBER B-1PAGE 1 OF 2






EN

VIR

ON

ME

NTA

L B

H G

INT

STD

A4.

GP

J G

INT

STD

A4.

GD

T 1

/22/

09

Logo

Bentonite Seal

Cement 5%Bentonite Grout

Cave-in

RCR-1

RCR-2

10.65

14.10

CLAYEY SHALE, freshly weathered to completelyweathered, thinly bedded, inclined, disturbed, darkbrownish gray to light olive green (10YR4/3), finelycrystalline, Minerology, hard to medium hard, medium tomedium fracture spacing, 15° to 45° bedding angle, dryto flowing, no staining, [Geologic Formation] Local Name,80, Layer RQD = Layer RQD% rock comments

Refusal at 10.70 meters.Bottom of borehole at 14.10 meters.

26.95

23.50

WELL DIAGRAM

DE

PTH

(m)

11

12

13

14

SA

MP

LETY

PE

NU

MB

ER

BLO

WC

OU

NTS

(N V

ALU

E)

EN

VIR

ON

ME

NTA

LD

ATA

GR

AP

HIC








EN

VIR

ON

ME

NTA

L B

H G

INT

STD

A4.

GP

J G

INT

STD

A4.

GD

T 1

/22/

09

Logo

GBO-1

SPTS-1

SPTS-2

SPTS-3

STT-1

SPTS-4

SPTS-5

SPTS-6

37.65

36.15

34.30

32.45

30.60

29.70

1-2-3-4(5)

4-5-6-7(11)

8-9-10-11(19)

45-46-50/0.10

45-50/0.05

50/0.03

0.30

1.80

3.65

5.50

7.35

8.25

ASPHALT

WELL GRADED SAND WITH SILT, SILTY SAND, (SW-SM) 10 %gravel, 80 % sand, 10 % fines, green, well graded, rounded, fine tomedium grained, moist, very loose, trace chert

WELL GRADED SAND WITH SILT, SILTY SAND, (SW-SM)(A-2-4) 10 % gravel, 80 % sand, 10 % fines, light brownish grayand light blueish green, well graded, well rounded, fine to mediumgrained, dry to moist, loose, fissured, with chert, and coal, tracecoarse gravel, no odor, weak cementation, hydrocarbon staining,some comments

WELL GRADED SAND WITH SILT, SILTY SAND, (SW-SM)(A-2-4) 10 % gravel, 80 % sand, 10 % fines, brown and olive, wellgraded, well rounded, fine to medium grained, moist, mediumdense, trace clay, little ferrous nodules, and chert, hydrocarbonodor, strong cementation, iron oxide staining, more comments

SANDY LEAN CLAY, SANDY CLAY, (CL) (A-6) 10 % gravel, 25% sand, 65 % fines, brown and green, moist to moist, very stiff,medium plasticity, slow dilatancy, medium toughness, high drystrength, trace medium to coarse sand, some ferrous nodules, andmica, chemical odor, strong cementation, hydrocarbon staining,comments about the clay


SANDY FAT CLAY, SANDY FAT CLAY, (CH) 5 % gravel, 25 %sand, 70 % fines, gray, dry to moist, hard, fissured, high plasticity,no dilatancy, high toughness, high dry strength, trace clayey silt,little coal refuse, hydrocarbon odor, moderate cementation,hydrocarbon staining, more comments

very rough drilling

difficult drilling

Vapor = 25092

75

67

75

75

75

33


COMPLETED 4/28/08

CHECKED BY Y. Me


LOGGED BY A. Bore







AFTER DRILLING 5.50 m / Elev 32.45 m


DE

PTH

(m)

1

2

3

4

5

6

7

8

9

10

SA

MP

LE T

YP

EN

UM

BE

R








GE

NE

RA

L B

H /

TP /

WE

LL G

INT

STD

A4.

GP

J G

INT

STD

A4.

GD

T 1

/22/

09

BLO

WC

OU

NTS

(N V

ALU

E)

GR

AP

HIC

LOG MATERIAL DESCRIPTIONREMARKS

EN

VIR

ON

ME

NTA

LD

ATA

RE

CO

VE

RY

%(R

QD

)

Logo

RCR-1

RCR-2

27.30

24.25

10.65

13.70

CLAYEY SHALE, freshly weathered, thinly bedded, inclined, darkbrownish gray to light olive green, finely crystalline, hard, mediumfracture spacing, 15° bedding angle, dry, no staining, rockcomments, Layer RQD = 100%


lost water return

97(90)

83(73)

DE

PTH

(m)

11

12

13

SA

MP

LE T

YP

EN

UM

BE

R







GE

NE

RA

L B

H /

TP /

WE

LL G

INT

STD

A4.

GP

J G

INT

STD

A4.

GD

T 1

/22/

09

BLO

WC

OU

NTS

(N V

ALU

E)

GR

AP

HIC

LOG MATERIAL DESCRIPTIONREMARKS

EN

VIR

ON

ME

NTA

LD

ATA

RE

CO

VE

RY

%(R

QD

)

Logo

GB1

GB2

GB3

36.40

34.65

33.65

1.25

3.00

4.00

Gray-brown clayey sandy gravel, medium dense to dense, moist to wet, gravels subrounded up to 2" diameter

Brown clayey sand, medium stiff, moist

grades more clayey

Blue-gray sandy clay, medium stiff, moist

Bottom of test pit at 4.00 meters.


COMPLETED 11/21/08

CHECKED BY Y. Me


LOGGED BY A. Bore

EXCAVATION CONTRACTOR AAAAA Drilling, Inc.

EXCAVATION METHOD Backhoe



AT TIME OF EXCAVATION ---

AT END OF EXCAVATION ---

AFTER EXCAVATION ---

TEST PIT SIZE 0.6 x 3m

DE

PTH

(m)

1

2

3

4

SA

MP

LE T

YP

EN

UM

BE

R

TEST PIT NUMBER TP-1PAGE 1 OF 1






GE

NE

RA

L B

H /

TP /

WE

LL G

INT

STD

A4.

GP

J G

INT

STD

A4.

GD

T 1

/22/

09

GR

AP

HIC


Logo

GBO-1

SPTS-1

SPTS-2

SPTS-3

STT-1

SPTS-4

SPTS-5

SPTS-6

92

75

67

75

75

75

33

75 1.52 17

15

19

38 15 23 72

1-2-3-4(5)

4-5-6-7(11)

8-9-10-11(19)

45-46-50/0.10

45-50/0.05

50/0.03

ASPHALT

WELL GRADED SAND WITH SILT, SILTY SAND, (SW-SM) 10% gravel, 80 % sand, 10 % fines, green, well graded, rounded,fine to medium grained, moist, very loose, trace chert

WELL GRADED SAND WITH SILT, SILTY SAND, (SW-SM) 10% gravel, 80 % sand, 10 % fines, light brownish gray and lightblueish green (10YR4/3), well graded, well rounded, fine tomedium grained, dry to moist, loose, fissured, with chert, andcoal, trace coarse gravel, no odor, weak cementation,hydrocarbon staining, weak HCL reaction, Alluvium fill, somecomments

WELL GRADED SAND WITH SILT, SILTY SAND, (SW-SM) 10% gravel, 80 % sand, 10 % fines, brown and olive, well graded,well rounded, fine to medium grained, moist, medium dense,trace clay, little ferrous nodules, and chert, hydrocarbon odor,strong cementation, iron oxide staining, weak HCL reaction,more comments

SANDY LEAN CLAY, SANDY CLAY, (CL) 10 % gravel, 25 %sand, 65 % fines, brown and green, moist to moist, very stiff,medium plasticity, slow dilatancy, medium toughness, high drystrength, trace medium to coarse sand, some ferrous nodules,and mica, chemical odor, strong cementation, hydrocarbonstaining, weak HCL reaction, comments about the clay


SANDY FAT CLAY, SANDY FAT CLAY, (CH) 5 % gravel, 25 %sand, 70 % fines, gray, dry to moist, hard, fissured, highplasticity, no dilatancy, high toughness, high dry strength, traceclayey silt, little coal refuse, hydrocarbon odor, moderatecementation, hydrocarbon staining, moderate HCL reaction,PWR fill, more comments


COMPLETED 4/28/08

CHECKED BY Y. Me


LOGGED BY A. Bore










ATTERBERGLIMITS

DE

PTH

(m)

1

2

3

4

5

6

7

8

9

10

GR

AP

HIC

LOG

SA

MP

LE T

YP

EN

UM

BE

R

RE

CO

VE

RY

%(R

QD

)

PO

CK

ET

PE

N.

(kP

a)

DR

Y U

NIT

WT.

(Mg/

m3 )

MO

ISTU

RE

CO

NTE

NT

(%)

LIQ

UID

LIM

IT

PLA

STI

CLI

MIT

PLA

STI

CIT

YIN

DE

X

FIN

ES

(%)

BLO

WC

OU

NTS

(N V

ALU

E)

MATERIAL DESCRIPTION







GE

OTE

CH

BH

CO

LUM

NS

GIN

T S

TD A

4.G

PJ

GIN

T S

TD A

4.G

DT

1/2

2/09

Logo

RCR-1

RCR-2

97(90)

83(73)

CLAYEY SHALE, freshly weathered to completely weathered,thinly bedded, inclined, disturbed, dark brownish gray to lightolive green (10YR4/3), finely crystalline, Minerology, hard tomedium hard, medium to medium fracture spacing, 15° to 45°bedding angle, dry to flowing, no staining, [Geologic Formation]Local Name, 80, Layer RQD = Layer RQD% rock comments


ATTERBERGLIMITS

DE

PTH

(m)

11

12

13

14

GR

AP

HIC

LOG

SA

MP

LE T

YP

EN

UM

BE

R

RE

CO

VE

RY

%(R

QD

)

PO

CK

ET

PE

N.

(kP

a)

DR

Y U

NIT

WT.

(Mg/

m3 )

MO

ISTU

RE

CO

NTE

NT

(%)

LIQ

UID

LIM

IT

PLA

STI

CLI

MIT

PLA

STI

CIT

YIN

DE

X

FIN

ES

(%)

BLO

WC

OU

NTS

(N V

ALU

E)

MATERIAL DESCRIPTION







GE

OTE

CH

BH

CO

LUM

NS

GIN

T S

TD A

4.G

PJ

GIN

T S

TD A

4.G

DT

1/2

2/09

Logo

ASPHALT

WELL GRADED SAND WITH SILT, SILTY SAND, (SW-SM)10 % gravel, 80 % sand, 10 % fines, green, well graded,rounded, fine to medium grained, moist, very loose, trace chert

WELL GRADED SAND WITH SILT, SILTY SAND, (SW-SM)10 % gravel, 80 % sand, 10 % fines, light brownish gray andlight blueish green (10YR4/3), well graded, well rounded, fineto medium grained, dry to moist, loose, fissured, with chert,and coal, trace coarse gravel, no odor, weak cementation,hydrocarbon staining, weak HCL reaction, Alluvium fill, somecomments

WELL GRADED SAND WITH SILT, SILTY SAND, (SW-SM)10 % gravel, 80 % sand, 10 % fines, brown and olive, wellgraded, well rounded, fine to medium grained, moist, mediumdense, trace clay, little ferrous nodules, and chert,hydrocarbon odor, strong cementation, iron oxide staining,weak HCL reaction, more comments

SANDY LEAN CLAY, SANDY CLAY, (CL) 10 % gravel, 25 %sand, 65 % fines, brown and green, moist to moist, very stiff,medium plasticity, slow dilatancy, medium toughness, high drystrength, trace medium to coarse sand, some ferrous nodules,and mica, chemical odor, strong cementation, hydrocarbonstaining, weak HCL reaction, comments about the clay


SANDY FAT CLAY, SANDY FAT CLAY, (CH) 5 % gravel, 25% sand, 70 % fines, gray, dry to moist, hard, fissured, highplasticity, no dilatancy, high toughness, high dry strength, traceclayey silt, little coal refuse, hydrocarbon odor, moderatecementation, hydrocarbon staining, moderate HCL reaction,PWR fill, more comments

GBO-1

SPTS-1

SPTS-2

SPTS-3

STT-1

SPTS-4

SPTS-5

SPTS-6

92

75

67

75

75

75

33

1-2-3-4(5)

4-5-6-7(11)

8-9-10-11(19)

45-46-50/0.10

45-50/0.05

50/0.03

75 1.52

>>

>>

>>


COMPLETED 4/28/08

CHECKED BY Y. Me


LOGGED BY A. Bore










DE

PTH

(m)

1

2

3

4

5

6

7

8

9

10

GR

AP

HIC


SA

MP

LE T

YP

EN

UM

BE

R

RE

CO

VE

RY

%(R

QD

)

BLO

WC

OU

NTS

(N V

ALU

E)

PO

CK

ET

PE

N.

(kP

a)

DR

Y U

NIT

WT.

(Mg/

m3 )

FINES CONTENT (%)

20 40 60 80

20 40 60 80

PL LLMC

SPT N VALUE

20 40 60 80







GE

OTE

CH

BH

PLO

TS G

INT

STD

A4.

GP

J G

INT

STD

A4.

GD

T 1

/22/

09

Logo

CLAYEY SHALE, freshly weathered to completely weathered,thinly bedded, inclined, disturbed, dark brownish gray to lightolive green (10YR4/3), finely crystalline, Minerology, hard tomedium hard, medium to medium fracture spacing, 15° to 45°bedding angle, dry to flowing, no staining, [GeologicFormation] Local Name, 80, Layer RQD = Layer RQD% rockcomments


RCR-1

RCR-2

97(90)

83(73)

DE

PTH

(m)

11

12

13

14

GR

AP

HIC


SA

MP

LE T

YP

EN

UM

BE

R

RE

CO

VE

RY

%(R

QD

)

BLO

WC

OU

NTS

(N V

ALU

E)

PO

CK

ET

PE

N.

(kP

a)

DR

Y U

NIT

WT.

(Mg/

m3 )

FINES CONTENT (%)

20 40 60 80

20 40 60 80

PL LLMC

SPT N VALUE

20 40 60 80







GE

OTE

CH

BH

PLO

TS G

INT

STD

A4.

GP

J G

INT

STD

A4.

GD

T 1

/22/

09

Logo

22

24

26

28

30

32

34

36

38

40

0 500 1,000 1,500 2,000 2,500 3,000 3,500 4,000 4,500 5,000 5,50022

24

26

28

30

32

34

36

38

40

0 500 1,000 1,500 2,000 2,500 3,000 3,500 4,000 4,500 5,000 5,500

SUBSURFACE DIAGRAMA

Distance Along Baseline (m)

Ele

vatio

n (m

)





STR

ATI

GR

AP

HY

& G

W -

A4

SIZ

E G

INT

STD

A4.

GP

J G

INT

STD

A4.

GD

T 1

/22/

09gINT Software1160 North Dutton Ave, Suite 140Santa Rosa, CA 95401Telephone: 707 284 2200Fax: 707 284 2274

B-1B-2

B-3

CPT-1

Logo

22

24

26

28

30

32

34

36

38

40

0 500 1,000 1,500 2,000 2,500 3,000 3,500 4,000 4,500 5,000 5,500

22

24

26

28

30

32

34

36

38

40

0 500 1,000 1,500 2,000 2,500 3,000 3,500 4,000 4,500 5,000 5,500

-200

0

200

-200

0

200

SUBSURFACE DIAGRAMA

Distance Along Baseline (m)

Ele

vatio

n (m

)





STR

ATI

GR

AP

HY

& G

W -

A4

SIZ

E G

INT

STD

A4.

GP

J G

INT

STD

A4.

GD

T 1

/22/

09gINT Software1160 North Dutton Ave, Suite 140Santa Rosa, CA 95401Telephone: 707 284 2200Fax: 707 284 2274

B-1 B-2

B-3CPT-1

Logo

0.0

0.5

1.0

1.5

2.0

2.5

3.0

3.50 20 40 60 80 100

Water ContentPlastic LimitLiquid LimitFines

LEGENDProperty Value, %

BORING B-3SURFACE ELEVATION: 35.8

DE

PTH

(m)

INDEX PROPERTIES VERSUS DEPTH






IND

EX

PR

OP

S G

INT

STD

A4.

GP

J G

INT

STD

A4.

GD

T 1

/22/

09

Logo

0

10

20

30

40

50

60

70

80

0 4 8 12 16 20 240

1

2

3

40 4 8 12 16 20 24

Number of Tests:Average:Minimum:Maximum:Standard Dev:

51815223

Freq

uenc

y, %

Cou

nt

Moisture Content, %

MOISTURE CONTENT FREQUENCY






MO

ISTU

RE

CO

NTE

NT

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B-1 1.5 38 15 23 72 17 1.52 2 75 UC=67.5kPaB-1 4.5 15B-1 6.0 19B-3 1.5 38 15 23 72 17 1.52 2 75 UC=67.5kPaB-3 3.0 22 115

PocketPen.(kPa)

PAGE 1 OF 1SUMMARY OF LABORATORY RESULTS

Other TestsDepth(m)

DryDensity(Mg/m3)

WetDensity(Mg/m3)

Borehole LiquidLimit

PlasticLimit

PlasticityIndex

Fines(%)

WaterContent

(%)






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ASPHALT: Asphalt

SW-SM: USCS Well-graded Sand with Silt

CL: USCS Low Plasticity Clay

CH: USCS High Plasticity Clay

SHALE: Shale

GW-GC: USCS Well-graded Gravel withClay

SC: USCS Clayey Sand

CLS: USCS Low Plasticity Sandy Clay

SP: USCS Poorly-graded Sand

SM: USCS Silty Sand

ML: USCS Silt

Grab Sample

Standard Penetration Test

Shelby Tube

Rock Core

Split Spoon

Cement Seal: 1 pipe group, 1 pipe

Bentonite Seal: 1 pipe group, 1 pipe

Filter Pack: 1 pipe group, 1 pipe

Slotted Pipe: 1 pipe group, 1 pipe

Pipe Cap: 1 pipe group, 1 pipe

Bentonite: Bottom of hole

Cement: Bottom of hole

Slough at bottom of hole

KEY TO SYMBOLS

WELL CONSTRUCTION SYMBOLS

SAMPLER SYMBOLSLITHOLOGIC SYMBOLS(Unified Soil Classification System)

ABBREVIATIONS

Water Level at End ofDrilling, or as ShownWater Level After 24 Hours,or as Shown

Water Level at Time Drilling,or as Shown

TORVANEPHOTOIONIZATION DETECTORUNCONFINED COMPRESSIONPARTS PER MILLION

----

TVPIDUCppm

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LLPIWDDNP-200PP

LIQUID LIMIT (%)PLASTIC INDEX (%)MOISTURE CONTENT (%)DRY DENSITY (PCF)NON PLASTICPERCENT PASSING NO. 200 SIEVEPOCKET PENETROMETER (TSF)


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Number of Boreholes:Total Length of Drilling:

SAMPLING:Grab SampleRock CoreStandard Penetration TestSplit SpoonShelby Tube

TESTING:Moisture Content:Density:Atterberg Limits:Sieve Analysis:Pocket Pen:

553.5

54

1243

52223

SUMMARY OF PROJECT STATISTICSgINT Software1160 North Dutton Ave, Suite 140Santa Rosa, CA 95401Telephone: 707 284 2200Fax: 707 284 2274

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500

1,000

1,500

2,000

2,500

3,000

3,500

4,000

4,500

5,000

5,500

6,000

6,500

0 1,000 2,000 3,000 4,000 5,000 6,000

EAST (m)

NO

RTH

(m)

SITE MAP AND BOREHOLE LOCATIONS






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