23230501 - Soil Sheets.pdf

GEOTECHNICAL DESIGN

DateSignature

Printed or Typed Name

My license renewal date is December 31, 20

Pages or sheets covered by this seal:

I hereby certify that this engineering document was prepared by me or under my direct personal supervision and that I the State of Iowa.

am a duly licensed Professional Engineer under the laws of

LI

C E N S

ED

PR

OFESSIONAL

EN

G

IN

E E R

IOWA

Bhooshan

A. Karnik

16921

Bhooshan A. Karnik

Q.1-Q.10, SPS.1-SPS.4

11/16/20 - 3/2/21

Q.1FILE NO. ENGLISH DESIGN TEAM

P:\30618011-001\06-Drawings\Civil\Dgns\30618011_Q01.dgnjch10/27/202111:54:35 AM

COUNTY PROJECT NUMBER SHEET NUMBER STBG-SWAP-1415(634)--SG-23McClure CITY OF CLINTON / CLINTON

INFORMATION SHEET

LEGEND AND SYMBOL

Core Out

Backslope Drains

Loam

Class 10

Sand

Unsuitable A

Unsuitable B

Unsuitable C

Shale

Waste

Broken and Weathered Rock

Rock

Boulders

Existing Ground Line Profile

PLAN VIEW COLOR LEGEND OF SOILS SHEETS

Pink, Dark (13)

(3)

(11) Pink

(238) Brown, Dark

Red

Brown, Med (237)

(80) Gray, Med

Red

Red (3)

Gray, Light (48)

(3)

(1)

(1) Blue

Brown, Light (236)

Green (2)

Blue

Orange (6)

(227)

Green (2)

Purple (Halo) (15)

Existing Topographic Features and Labels

Proposed Alignment, Stationing, Tic Marks, and Alignment Annotation

PROFILE VIEW COLOR LEGEND OF SOILS SHEETS

(128) Gray, V.Dark

Proposed Alignment, Stationing, and Alignment Annotation

Water

Sample

Plugged

Moisture

Shelby

Dens. Core

Select Soil

Select Sand

Rock

Unsuitable A

Unsuitable B

Unsuitable C

PATTERN AND SYMBOL LEGEND OF SOILS SHEETS

SOILS

M

S

H O

Pavement Removal

Clearing & Grubbing Area

A/C

X

Station

Easement

Easement (Temporary)

Excess

Access Control

Proposed Right-of-Way

Existing and Proposed Right-of-Way

Borrow

Easement and Existing Right-of-Way

Section Corner

Reference Point

Survey Line

RIGHT-OF-WAY LEGEND

Ground Line Intercept

Saw Cut

Guardrail

Date(s) Drilled

DryDRY Sand Blanket

Soil Remediation Area

Sandstone

Sandy Soil

Boulders

Design Color No.LINEWORK

SHADING Design Color No.

LINEWORK Design Color No.

Blow Count

Green, Med structure construction.

elsewhere shall be used for roadway and will be encountered. Details and notes shown that conditions other than those indicated on the plans does not constitute a guarantee and estimating purposes. Their appearance in the plans were accumulated for designing

NOTE: Sounding and test boring data shown

Topsoil

Green, Med (227)

Broken and Weathered Rock

Drill Dig/Core

Shale

Slope Dressing Only

Slope Dressing Only

Subgrade Preparation

(COVERS SHEET SERIES Q)

B B

B

B

B B

B

B

B

B

B

B B B

B B

B

B

B

B B

B

B

B

M B

M

BM

B

B B

ELEV. 593.9

B-0001

ELEV. 594.4

B-0003

ELEV. 593.0

B-0002

ELEV. 593.9

B-0005 ELEV. 594.2

B-0007

ELEV. 593.9

B-0008

ELEV. 594.6

B-0009

ELEV. 593.7

B-0011

ELEV. 594.0

B-0012

MANUFACTURING DRIVE

H A R T 'S

M

IL

L

C R E E

K

M

IL

L

C R E E

K

570570

1943 1944 1945 1946 1947 1948 1949 1950 1951 1952 1953 1954 1955 1956 1957 1958

BLOW COUNT

5B

- NO. BLOWS

NUMBER

SAMPLE

Q.2FILE NO. ENGLISH DESIGN TEAM

P:\30618011-001\06-Drawings\Civil\Dgns\30618011_Q02.dgnjch10/27/202111:02:50 AM

COUNTY PROJECT NUMBER SHEET NUMBER STBG-SWAP-1415(634)--SG-23McClure CITY OF CLINTON / CLINTON

THIS SHEET IS INCLUDED TO SHOW

SOIL INFORMATION.

DETAILS AND NOTES SHOWN ELSEWHERE

IN THESE PLANS SHALL BE USED FOR

ROAD AND STRUCTURE CONSTRUCTION.

BORINGS B-0001 THROUGH B-0012.

INFORMATION FOR STRUCTURAL

BORING AND LABORATORY TESTING

REFER TO SPS SHEETS FOR SOIL

DRIVE

MANUFACTURINGO

FEET

5O

SUBGRADE PREPARATION1.0' 1.0' 1.0' 1.0' 1.0' 1.0'

PREPARATION

SUBGRADE

SUBGRADE PREPARATION

12" SUBGRADE PREPARATION

MANUFACTURING DRIVE

PROPOSED GRADE ALONG |

BORINGS

EXISTING GROUND BETWEEN

MANUFACTURING DRIVE

EXISTING GROUND ALONG |

FP

B

.4

C I

.16

C I

.9

J4

P J3

M B

ELEV. 591.4

B-0013

ELEV. 589.4

B-0014

ELEV. 587.9

B-0017

MANUFACTURING DRIVE

1960 1965 19701959 1961 1962 1963 1964 1966 1967 1968 1969 1971 1972 1973 1974

Boring No. Date Drilled Level (Ft.)

GroundWater

B-0013

B-0014

B-0017

11/16/2020

11/16/2020

11/18/2020

CORE NO.

TRIAXIAL COMPRESSION

COHESION - PSF

FRICTION COEFF.

MOISTURE CONTENT %

UU-UNCONSOLIDATED & UNDRAINED

CU-CONSOLIDATED & UNDRAINED

CLASSIFICATION [AASHTO]

DRY DENSITY - PCF

COEFF.CONSOL. SQ. FT /DAY

DEPTH

847294

B-0013 D2 B-0014 C2 B-0014 C4 B-0017 C1 B-0017 D2 B-0017 D4

11.0 - 13.0

27.9

6.0 - 8.0 11.0 - 13.0

42.8 44.0

3.0 - 5.0

28.3

8.0 - 10.0 16.0 - 18.0

43.2 38.3

Q.3

BLOW COUNT

5B

- NO. BLOWS

NUMBER

SAMPLE

FILE NO. ENGLISH DESIGN TEAM

P:\30618011-001\06-Drawings\Civil\Dgns\30618011_Q03.dgnjch10/27/202111:04:35 AM

COUNTY PROJECT NUMBER SHEET NUMBER STBG-SWAP-1415(634)--SG-23McClure CITY OF CLINTON / CLINTON

H O

H O

H O

THIS SHEET IS INCLUDED TO SHOW

SOIL INFORMATION.

DETAILS AND NOTES SHOWN ELSEWHERE

IN THESE PLANS SHALL BE USED FOR

ROAD AND STRUCTURE CONSTRUCTION. B SHEETS FOR DETAILS.

STABILIZATION. REFER TO DETAIL ON

CONSTRUCT GEOTEXTILE SUBGRADE

1991+00, OVEREXCAVATE AND

FROM STATION 1970+00 TO STATION

DRIVE

MANUFACTURINGO

FEET

5O

A-ACC PAVEMENT

B-PCC PAVEMENT

C-DARK GRAY SILTY CLAY

CLAY

D-GRAY AND BROWN SILTY

GRADED SAND

E-GRAY TO BROWN POORLY

C1

C2

D1

E1

A-TOPSOIL

SILT

B-DARK GRAY TO BLACK

CLAY

C-GRAY BROWN SILTY FAT

D-GRAY SANDY LEAN CLAY

B1 8

C1 5

C3 4

D1 3

A-TOPSOIL

SILTY CLAY WITH GRAVEL

B-DARK GRAY TO BLACK

LEAN CLAY

C-GRAY TO BROWN SILTY

CLAY

D-GRAY BROWN SILTY FAT

B1 4

D1 0

D3 0

D5 5

4.4' LT

B-0013

20.0' RT

B-0014

64.3' LT

B-0017

B-0014 C2

B-0014 C4

B-0017 C1

B-0017 D4

B-0017 D2D2

B-0013

MANUFACTURING DRIVE

PROPOSED GRADE ALONG | MANUFACTURING DRIVE

EXISTING GROUND ALONG |

BORINGS

EXISTING GROUND BETWEEN

24" SOIL REMEDIATION

12" SUBGRADE PREPARATION

1.0' 2.0'SUBGRADE PREPARATION SOIL REMEDIATION AREA 2.0'1.0'

M B

M B

M B

M B

M B

M B

FP

FP

M

BM

BM

B

M B

M B

M B

.9

M H

.5

C H E C K

.2

B K

LS

.8

B K

LS

E

.7

B K

LS

B

.6

B K

LS

E

.5

C I

ELEV. 587.8

B-0018

ELEV. 586.1

B-0019

ELEV. 584.7

B-0020

ELEV. 589.5

B-0021

MANUFACTURING DRIVE

1974 1975 1980 19851976 1977 1978 1979 1981 1982 1983 1984 1986 1987 1988 1989

CORE NO.

TRIAXIAL COMPRESSION

COHESION - PSF

FRICTION COEFF.

MOISTURE CONTENT %

UU-UNCONSOLIDATED & UNDRAINED

CU-CONSOLIDATED & UNDRAINED

CLASSIFICATION [AASHTO]

DRY DENSITY - PCF

COEFF.CONSOL. SQ. FT /DAY

DEPTH

--90

73--

----64

B-0018 B3 B-0018 C2 B-0019 B2 B-0019 B4 B-0020 C1 B-0020 D2 B-0020 E2 B-0021 C3 B-0021 E2

6.0 - 8.0

93.1

32.2 32.3

11.0 - 13.0 3.0 - 5.0 8.0 - 10.0

32.6 45.4

3.0 - 5.0 8.0 - 10.0 16.0 - 18.0

38.5

80.7

42.2 47.1 32.7 30.5

Boring No. Date Drilled Level (Ft.)

GroundWater

B-0018

B-0019

B-0020

B-0021 10

11/17/2020

11/17/2020

11/17/2020

11/16/2020

1.5

Q.4

BLOW COUNT

5B

- NO. BLOWS

NUMBER

SAMPLE

FILE NO. ENGLISH DESIGN TEAM

P:\30618011-001\06-Drawings\Civil\Dgns\30618011_Q04.dgnjch10/27/202111:05:59 AM

COUNTY PROJECT NUMBER SHEET NUMBER STBG-SWAP-1415(634)--SG-23McClure CITY OF CLINTON / CLINTON

H O

H O

H O2

H O

H O

THIS SHEET IS INCLUDED TO SHOW

SOIL INFORMATION.

DETAILS AND NOTES SHOWN ELSEWHERE

IN THESE PLANS SHALL BE USED FOR

ROAD AND STRUCTURE CONSTRUCTION. B SHEETS FOR DETAILS.

STABILIZATION. REFER TO DETAIL ON

CONSTRUCT GEOTEXTILE SUBGRADE

1991+00, OVEREXCAVATE AND

FROM STATION 1970+00 TO STATION

DRIVE

MANUFACTURINGO

FEET

5O

A-TOPSOIL

B-BROWN SILTY LEAN CLAY

C-GRAY SILTY LEAN CLAY

B1 5

B2 2

C1 0

C3 0

C4 0

A-TOPSOIL

CLAY

B-DARK GRAY SILTY LEAN

C-GRAY SILTY FAT CLAY

B1 4

B3 0

C1 1

A-TOPSOIL

B1 1

D1 1

E1 0

E3 0

C1 4

C2 4

D1 3

F1 3

A-ACC PAVEMENT

B-PCC PAVEMENT

LEAN CLAY

GRAY, AND GRAY SANDY

C-GRAY TO BROWN, DARK

D-GRAY SILTY LEAN CLAY

E-SILTY SAND

SAND

F-GRAY POORLY GRADED

60.7' LT

B-0018

77.8' LT

B-0019

141.2' RT

B-0020

14.8' LT

B-0021

SANDY FAT CLAY

B-DARK GRAY

LEAN CLAY

BROWN SILTY

D-REDDISH

CLAY

E-GRAY SILTY

B-0018 B3

B-0018 C2

B-0019 B2

B-0019 B4

B-0020 C1

B-0020 D2

B-0020 E2

B-0021 C3

B-0021 E2

WITH GRAVEL

C-SILTY CLAY

MANUFACTURING DRIVE

PROPOSED GRADE ALONG |

MANUFACTURING DRIVE

EXISTING GROUND ALONG |

BORINGS

EXISTING GROUND BETWEEN

24" SOIL REMEDIATION

2.0'SOIL REMEDIATION AREA2.0'

D Y

H

D Y

H

M

BM

B

M B

M B

M B

M B

M B

M B

M

BM

B

M B

M B

FP

M B

M B M

B

M B

M B

M B

M B

M B

ELEV. 591.8

B-0022

MANUFACTURING DRIVE

1990 1995 20001989 1991 1992 1993 1994 1996 1997 1998 1999 2001

Boring No. Date Drilled Level (Ft.)

GroundWater

7B-0022 11/17/2020

CORE NO.

TRIAXIAL COMPRESSION

COHESION - PSF

FRICTION COEFF.

MOISTURE CONTENT %

UU-UNCONSOLIDATED & UNDRAINED

CU-CONSOLIDATED & UNDRAINED

CLASSIFICATION [AASHTO]

DRY DENSITY - PCF

COEFF.CONSOL. SQ. FT /DAY

DEPTH

B-0022 B2

3.0 - 5.0

24.1

Q.5

BLOW COUNT

5B

- NO. BLOWS

NUMBER

SAMPLE

FILE NO. ENGLISH DESIGN TEAM

P:\30618011-001\06-Drawings\Civil\Dgns\30618011_Q05.dgnjch10/27/202111:07:40 AM

COUNTY PROJECT NUMBER SHEET NUMBER STBG-SWAP-1415(634)--SG-23McClure CITY OF CLINTON / CLINTON

H O

THIS SHEET IS INCLUDED TO SHOW

SOIL INFORMATION.

DETAILS AND NOTES SHOWN ELSEWHERE

IN THESE PLANS SHALL BE USED FOR

ROAD AND STRUCTURE CONSTRUCTION. B SHEETS FOR DETAILS.

STABILIZATION. REFER TO DETAIL ON

CONSTRUCT GEOTEXTILE SUBGRADE

1991+00, OVEREXCAVATE AND

FROM STATION 1970+00 TO STATION

DRIVE

MANUFACTURINGO

FEET

5O

A-TOPSOIL

WITH GRAVEL

B-BLACK SANDY FAT CLAY

C-GRAY SANDY LEAN CLAY

GRADED SAND

D-BROWN TO GRAY POORLY

B1 4

C1 4

D1 3

D2 2

51.5' RT

B-0022

B-0022 B2

1.0' 1.0'SUBGRADE PREPARATION2.0'2.0' AREA

SOIL REMEDIATION

BORINGS

EXISTING GROUND BETWEEN

MANUFACTURING DRIVE

PROPOSED GRADE ALONG |

MANUFACTURING DRIVE

EXISTING GROUND ALONG |

24" SOIL REMEDIATION

DY

H

MB

MB

MB

FP

MB

FP

M B

FP

M B

MB

MBMB MBMBMB

MB

MBMBMB

MB

MB

MB

MB

40938

590.50

CHECK 1302

50451

589.20

BKLS

50452

589.83

BKLS E

ELEV. 595.6

B-0025

ELEV. 592.9

B-0026

14TH AVE

101 102 103 104 105 106 107 108 109 110 111 112

Boring No. Date Drilled Level (Ft.)

GroundWater

B-0025

B-0026

11/16/2020

11/16/2020

Not Encountered

CORE NO.

TRIAXIAL COMPRESSION

COHESION - PSF

FRICTION COEFF.

MOISTURE CONTENT %

UU-UNCONSOLIDATED & UNDRAINED

CU-CONSOLIDATED & UNDRAINED

CLASSIFICATION [AASHTO]

DRY DENSITY - PCF

COEFF.CONSOL. SQ. FT /DAY

DEPTH

B-0026 C1

3.0 - 5.0

20.5

Q.6

BLOW COUNT

5B

- NO. BLOWS

NUMBER

SAMPLE

FILE NO. ENGLISH DESIGN TEAM

P:\30618011-001\06-Drawings\Civil\Dgns\30618011_Q06.dgnjch10/27/202111:46:44 AM

COUNTY PROJECT NUMBER SHEET NUMBER STBG-SWAP-1415(634)--SG-23McClure CITY OF CLINTON / CLINTON

H O

THIS SHEET IS INCLUDED TO SHOW

SOIL INFORMATION.

DETAILS AND NOTES SHOWN ELSEWHERE

IN THESE PLANS SHALL BE USED FOR

ROAD AND STRUCTURE CONSTRUCTION.

14TH AVENUE (SW)

O

FEET

5O

4.1' RT

B-0026

A-AGGREGATE BASE COURSE

B-SILTY CLAY

TRACE SAND

C-GRAY SILTY LEAN CLAY,

SAND

D-GRAY POORLY GRADED

E-GRAY SILTY LEAN CLAY

B1

D1

D2

D3

E1

26.1' RT

B-0025

A-TOPSOIL

CLAYEY SAND

B-BROWN TO DARK BROWN

C-LIMESTONE

B1 9

C2 50/0"

C1 50/2"

B-0026 C112" SUBGRADE PREPARATION

1.0' SUBGRADE PREPARATION 1.0'

14TH AVE

EXISTING GROUND ALONG |

14TH AVE

PROPOSED GRADE ALONG |

MBMB

M B

M B

M B

MBMB

MB MB

MB

MB

MB

MB

MB

MB

MB

MBMBMB

MB

MB

MB

MB

FP

MB

MB

13TH AVE

ELEV. 601.2

B-0027

FILE NO. ENGLISH DESIGN TEAM

P:\30618011-001\06-Drawings\Civil\Dgns\30618011_Q07.dgnjch10/27/202111:49:18 AM

COUNTY PROJECT NUMBER SHEET NUMBER STBG-SWAP-1415(634)--SG-23McClure CITY OF CLINTON / CLINTON

H O

500 501 502 503 504 505 506

Boring No. Date Drilled Level (Ft.)

GroundWater

B-0027 1211/16/2020

Q.7

BLOW COUNT

5B

- NO. BLOWS

NUMBER

SAMPLE

THIS SHEET IS INCLUDED TO SHOW

SOIL INFORMATION.

DETAILS AND NOTES SHOWN ELSEWHERE

IN THESE PLANS SHALL BE USED FOR

ROAD AND STRUCTURE CONSTRUCTION.

13TH AVENUE (SW)

O

FEET

5O

D-BROWN LIMESTONE

SAND

C-BROWN POORLY GRADED

B-BLACK SANDY SILT

A-AGGREGATE BASE COURSE

B1

B1

B1

B1

B1

50/3"

50/0"

0.2' RT

B-0027

SUBGRADE PREPARATION1.0' 1.0'

12" SUBGRADE PREPARATION

13TH AVE

EXISTING GROUND ALONG |

13TH AVE

MB

MB

MB

MBMB MBMB

M B

M B

M B

MBMB

FP

MB MB

MB

MB

MB

MB

MB

FP

ELEV. 616.0

B-0028

ELEV. 604.3

B-0023

ELEV. 596.3

B-0029

13TH AVE

700 701 702 703 704 705 706 707 708 709

CORE NO.

TRIAXIAL COMPRESSION

COHESION - PSF

FRICTION COEFF.

MOISTURE CONTENT %

UU-UNCONSOLIDATED & UNDRAINED

CU-CONSOLIDATED & UNDRAINED

CLASSIFICATION [AASHTO]

DRY DENSITY - PCF

COEFF.CONSOL. SQ. FT /DAY

DEPTH

B-0023 B2 B-0029 C2

3.0 - 5.0 6.0 - 8.0

16.4 10.5

Boring No. Date Drilled Level (Ft.)

GroundWater

B-0028

B-0023

B-0029

11/16/2020

11/17/2020

11/17/2020

Not Encountered

9.5

8.5

Q.8

BLOW COUNT

5B

- NO. BLOWS

NUMBER

SAMPLE

FILE NO. ENGLISH DESIGN TEAM

P:\30618011-001\06-Drawings\Civil\Dgns\30618011_Q08.dgnjch10/27/202111:50:56 AM

COUNTY PROJECT NUMBER SHEET NUMBER STBG-SWAP-1415(634)--SG-23McClure CITY OF CLINTON / CLINTON

H O2

H O

THIS SHEET IS INCLUDED TO SHOW

SOIL INFORMATION.

DETAILS AND NOTES SHOWN ELSEWHERE

IN THESE PLANS SHALL BE USED FOR

ROAD AND STRUCTURE CONSTRUCTION.

13TH AVENUE (SE)

O

FEET

5O

B-AGGREGATE BASE COURSE

A-PCC PAVEMENT

SAND

C-BROWN POORLY GRADED

D-BROWN SILTY LEAN CLAY

C1

C2

C3

D1

D2

B1 4

C1 19

D1 25

D2 15

E1

E2

50/0"

50/0"

A-TOPSOIL

B1 11

C1 7

D1 0

E1 2

A-TOPSOIL

SAND AND GRAVEL

SILTY LEAN CLAY WITH

B-GRAY TO DARK GRAY

C-DARK GRAY SANDY SILT

CLAY WITH GRAVEL

D-GRAY MOIST SANDY LEAN

E-GRAY SILTY LEAN CLAY

GRAVEL

LEAN CLAY WITH

B-BLACK SANDY

CLAY

SANDY LEAN

C-GRAY BROWN

GRADED SAND

D-BROWN POORLY

LIMESTONE

E-WEATHERED

16.2' LT

B-0028

43.3' LT

B-0023

10.8' RT

B-0029

B-0023 B2

B-0029 C2

SUBGRADE PREPARATION1.0' 1.0'

12" SUBGRADE PREPARATION

BORINGS

EXISTING GROUND BETWEEN

13TH AVE

EXISTING GROUND ALONG |

13TH AVE

M B

M B

M B

M B

M B

M B

F P

M B

M B

M B

M B

F P

M B

M B

ELEV. 591.7

B-0030

ELEV. 598.0

B-0031

17TH ST

605600 601 602 603 604 606 607

CORE NO.

TRIAXIAL COMPRESSION

COHESION - PSF

FRICTION COEFF.

MOISTURE CONTENT %

UU-UNCONSOLIDATED & UNDRAINED

CU-CONSOLIDATED & UNDRAINED

CLASSIFICATION [AASHTO]

DRY DENSITY - PCF

COEFF.CONSOL. SQ. FT /DAY --

DEPTH

B-0031 C2

6.0 - 8.0

30.7

Boring No. Date Drilled Level (Ft.)

GroundWater

B-0030

B-0031

4.511/17/2020

11/17/2020

Q.9

BLOW COUNT

5B

- NO. BLOWS

NUMBER

SAMPLE

FILE NO. ENGLISH DESIGN TEAM

P:\30618011-001\06-Drawings\Civil\Dgns\30618011_Q09.dgnjch10/27/202111:52:03 AM

COUNTY PROJECT NUMBER SHEET NUMBER STBG-SWAP-1415(634)--SG-23McClure CITY OF CLINTON / CLINTON

H O

H O

THIS SHEET IS INCLUDED TO SHOW

SOIL INFORMATION.

DETAILS AND NOTES SHOWN ELSEWHERE

IN THESE PLANS SHALL BE USED FOR

ROAD AND STRUCTURE CONSTRUCTION.

17TH STREET

O

FEET

5O

0.2' RT

B-0030

C-WOOD

E-GRAY SAND

B1 19

B2

D1

E1

0.2' RT

B-0031

LEAN CLAY

B-GRAY SILTY

C-BLACK SILT

GRADED SAND

D-BROWN POORLY

E-LIMESTONE

A-GRAVEL ROADWAY

A-GRAVEL ROADWAY

CLAY

B-GRAY SANDY LEAN

D-GRAY SILTY SAND

B1 11

C1

D1

D2

B-0031 C2

17TH STREET

PROPOSED GRADE ALONG |

17TH STREET

EXISTING GROUND ALONG |

1.0' SUBGRADE PREPARATION 1.0'

5 1

ELEV. 585.5

B-0016

ELEV. 584.1

B-0015

5 10

CORE NO.

TRIAXIAL COMPRESSION

COHESION - PSF

FRICTION COEFF.

MOISTURE CONTENT %

UU-UNCONSOLIDATED & UNDRAINED

CU-CONSOLIDATED & UNDRAINED

CLASSIFICATION [AASHTO]

DRY DENSITY - PCF

COEFF.CONSOL. SQ. FT /DAY

DEPTH

B-0015 B2

3.0 - 5.0

B-0015 D1

11.0 - 13.0

B-0015 E2

16.0 - 18.0

43.6

22.9

34.2

B-0016 B2

3.0 - 5.0

32.1

Q.10

BLOW COUNT

5B

- NO. BLOWS

NUMBER

SAMPLE

Boring No. Date Drilled Level (Ft.)

GroundWater

B-0015

B-0016

11/18/2020

11/18/2020

565565

FILE NO. ENGLISH DESIGN TEAM

P:\30618011-001\06-Drawings\Civil\Dgns\30618011_Q10.dgnjch10/27/202111:53:22 AM

COUNTY PROJECT NUMBER SHEET NUMBER STBG-SWAP-1415(634)--SG-23McClure CITY OF CLINTON / CLINTON

H O

H O

THIS SHEET IS INCLUDED TO SHOW

SOIL INFORMATION.

DETAILS AND NOTES SHOWN ELSEWHERE

IN THESE PLANS SHALL BE USED FOR

ROAD AND STRUCTURE CONSTRUCTION.

STORM OUTLET

O

FEET

5O

22.4' RT

B-0015

13.2' LT

B-0016

B1 4

B3

C1

E1

E3

A-TOPSOIL

GRAY FAT CLAY

B-GRAY TO DARK

SILTY CLAY

C-GRAY AND BROWN

SANDY LEAN CLAY

D-GRAY AND BROWN

CLAY

GRAY SANDY LEAN

E-DARK BROWN TO

B1 8

B3

C1

D1

D2

A-TOPSOIL

GRAY ROCK

C-WHITE TO LIGHT

50/0"

SANDY LEAN CLAY

B-DARK GRAY

SAND

POORLY GRADED

D-LIGHT GRAY

B-0015 B2

B-0015 D1

B-0015 E2

B-0016 B2

DRAINAGE PIPE

PROPOSED

SURFACE ALONG

EXISTING GROUND BETWEEN BORINGS

EXISTING GROUND