23-071_23230501 - Creeks rock sheets.pdf

PDF 489 KB Posted Nov 5, 2023

Attached to: ICN OSP Project # 23230501 Clinton Co – Along Manufacturing Dr just north of Valley West Dr to S 17th St, Clinton IA
Solicitation number: 23-071
Issued by: Clinton County, Iowa

About this file

Written by GovTribe AI · Aug 2, 2024

The document provided is related to a state and local contract opportunity from the Iowa Communications Network (ICN) for the relocation of existing 4 fiber cable along Manufacturing Drive just north of Valley West Drive to S 17th Street in Clinton, Iowa. ICN is seeking bids from vendors to perform this work, which involves relocation of the existing fiber cable. The project is located in Clinton County, Iowa, and the response deadline is not provided in the document. No additional details are given regarding the bid process, award date, contract term, or renewal options.

The document does not provide information on pricing terms, set asides, incumbents, funding requirements and sources, or other salient commercial details. It focuses solely on describing the geographic location and scope of the fiber optic cable relocation project.

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Other files

File	Type	Posted
23-071_23230501 - Scope of Work (SOW).docx	DOCX document	Nov 5, 2023
23-071_23230501 - Engineering plans.pdf	PDF	Nov 5, 2023
23-071_23230501 - Punch List.pdf	PDF	Nov 5, 2023
23-071 ITB OSP Project# 23230501 Clinton Co - Manufacturing Dr.dat	—	Nov 5, 2023
23-071_23230501 - Typicals.pdf	PDF	Nov 5, 2023
23230501 - Soil Sheets.pdf	PDF	Nov 5, 2023

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B B

B B B

B B

R R

ELEV. 593.9

B-0001

ELEV. 593.0

B-0002

ELEV. 594.4

B-0003

ELEV. 593.9

B-0005

MANUFACTURING DRIVE

H A

R T 'S

M I L L

C R E E

(AS-BUILT)

B-3

(AS-BUILT)

B-4

(AS-BUILT)

B-2(AS-BUILT)

B-1

(AS-BUILT)

B-6 (AS-BUILT)

B-7

(AS-BUILT)

B-8

(AS-BUILT)

B-5

SPS.1FILE NO. ENGLISH DESIGN TEAM

P:\30618011-001\06-Drawings\Civil\Dgns\30618011_SPS1.dgnjlk11/1/20216:09:11 PM

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

STRUCTURE CONSTRUCTION.

BORING NO. STATION

ELEV.

BEDROCK

NOTE

536.6 1944+31B-1

541.4 1944+67B-2

558.3 1945+13B-3

552.6 1945+49B-4

541.3 1944+31B-5

557.4 1944+67B-6

562.9 1945+16B-7

561.7 1945+49B-8

539.0 1943+83 WEATHERED SANDSTONE AT 544.5

540.3 1944+29

555.7 1944+89

564.9 1945+98 WEATHERED SANDSTONE AT 559.4

BROKEN LIMESTONE AT 562.2

NO ROCK CORING

B-001

B-002

B-003

B-005

A S

B U I L

SEE SPS.3 FOR TRANSVERSE SECTIONS

AT EACH SUBSTRUCTURE DEPICTING

ESTIMATED TOP OF BEDROCK PROFILE.

FEET

51 -- --

SOIL PROFILE SHEET

SEPTEMBER 2021

LOCATION

DESIGN FOR 0° SK

150'-0 X 44'-0 CONTINUO

BRIDGE WITH 12'-0• PAT

LONGITUDE -90.240646°

LATITUDE 41.822604°

FHWA NO. 002111

CITY OF CLINTON

CLINTON COUNTY

CLINTON TOWNSHIP

SECTION 15

T-81N R-6E

OVER HART'S MILL CREEK

MANUFACTURING DRIVE

SEE ROAD DESIGN SHEETS FOR FINAL UTILIT

UTILITIES SHOWN ON THIS SHEET ARE FOR IN

W(B) - WATER - IOWA AMERICAN WATER

DESIGN SHEET NO. OF FILE NO. DESIGN NO.

IOWA DEPARTMENT OF TRANSPORTATION

DESIGN ESALs

TOTAL

DESIGN FOR 0° SKEW

PRELIMINARY

45'-6 END SPANS 59'-0 INTERIOR SPAN

CLINTON COUNTY

SITUATION PLAN

STATION 1944+90.57

150'-0 X 44'-0 CONTINUOUS CONC. SLAB

BRIDGE WITH 12'-0• PATH & 5'-0• WALK

V.1

LONGITUDE -90.240646°

LATITUDE 41.822604°

FHWA NO. 002111

CITY OF CLINTON

CLINTON COUNTY

CLINTON TOWNSHIP

SECTION 15

T-81N R-6E

OVER HART'S MILL CREEK

MANUFACTURING DRIVE

JANUARY 2021

SEE ROAD DESIGN SHEETS FOR FINAL UTILITY INFORMATION.

UTILITIES SHOWN ON THIS SHEET ARE FOR INFORMATION ONLY,

W(B) - WATER - IOWA AMERICAN WATER

SS - SANITARY SEWER - CITY OF CLINTON

OHE(D) - ELECTRIC - ALLIANT ENERGY

OHE(B) - ELECTRIC - ALLIANT ENERGY

G(D) - GAS - ALLIANT ENERGY

G(B) - GAS - ALLIANT ENERGY

COMMUNICATIONS NETWORK

FO(B) - FIBER OPTIC - CENTURY LINK AND IOWA

C(B) - TELEVISION - MEDIACOM

SHEET NUMBER PROJECT NUMBERCOUNTYCLINTONDESIGN TEAM McClure

P:\30618011-001\06-Drawings\Civil\Dgns\30618011_SPS2.dgn

FILE NO. ENGLISH

jlk11/1/20216:10:17 PM

1943 1944 1945 1946

SPS.2

10,16,25,27,25,27,17,16,17,22 --,--,--,--,20,--,--,14,--,--

18,20,29,29,15,31,23,20,21,18,21 --,--,24,--,--,--,--,14,--,--,--

48,15,21,17,22,20 --,--,--,--,--,16

10,32,30,33,17,18 --,--,--,14,--,--

CUT MOISTURE

CUT DENSITY (lb/ft )

PLASTIC LIMIT

1.0

0.7

5.5

9.0

4.0

17.0

2.0

11.0

1.5

5.0

1.5

17.0

8.0

24.0

15.0

0.83

2.5

3.0

9.5

0.5

16.0

4.5

2.5

7.4

1.6

14.5

0.5

11.5

7.5

4.1

12.4

2.0

28.0

4.5

H O

1.5 2.3

2.67

THIS SHEET IS INCLUDED TO SHOW

SOIL INFORMATION.

DETAILS AND NOTES SHOWN ELSEWHERE

IN THESE PLANS SHALL BE USED FOR

STRUCTURE CONSTRUCTION.

Elevation

0.2 153

Material DescriptionSample Number (psi)

Unit Load

Moisture

(PCF)

Dry Density

ROCK CORE COMPRESSIVE STRENGTH TESTING REPORT

Elevation

0.3 155

Material DescriptionSample Number (psi)

Unit Load

Moisture

(PCF)

Dry Density

ROCK CORE COMPRESSIVE STRENGTH TESTING REPORT

B-0001 R1

B-0001 R2 0.4 161

B-0001 R3 0.5 157

B-0001 R4 0.3 154

B-0001 R5 0.3 151

B-0001 R6 0.2 146

B-0003 R1 0.4 162

0.3 159

0.3 158

0.3 159

B-0003 R6 0.3 161

B-0003 R7 0.3 144

B-0005 R2 0.2 146

0.4 150

0.4 147

0.2 156

0.3 158

0.3 161

B-0003 R2

B-0003 R3

B-0003 R4

B-0003 R5

B-0005 R3

B-0005 R4

B-0005 R5

B-0005 R6

B-0005 R7

538.94

530.74

526.44

521.94

516.94

511.64

8,600

3,658

4,084

4,784

7,411

2,634

LT BR/LT GR SLIGHTLY-HIGHLY WEATHERED SANDSTONE

BR/GRN LT GR SLIGHTLY-HIGHLY WEATHERED SANDSTONE

LT GR/LT BR WEATHERED TO FRESH LIMESTONE

555.25

551.35

546.05

540.65

537.35

532.85

526.05

6,174

4,576

4,342

5,187

5,125

3,274

2,042

561.93

556.93

551.03

546.63

541.53

537.03

2,208

2,434

1,490

3,422

6,430

6,573

WH LT BR MODERATELY-HIGHLY WEATHERED SANDSTONE

GRN LT BR/LT GR SLIGHTLY-HIGHLY WEATHERED SANDSTONE

CLARITY.

BORING B-0001 PROFILE OFFSET FOR

DENS. CORE

SHELBY

SAMPLE

PLUGGED

MOISTUREM

SHALE

H O

2 WATER

SOILS BOOK NO.

BLOW COUNT

LAYER - NO. BLOWS

SANDY SOIL

SANDSTONESAND

BOULDERS

CORE

DIAMOND

SAND

GRAVELLY

AREA

SOIL REMEDIATION

WEATHERED LS.

BROKEN &

LIMESTONE (LS.)

BLOW COUNT

LEGEND

DRYDRY

ROCK CORE DATA

LAYER - REC/RQD

R1 95/61

SHELBY TUBE CORE DATA

CORE NO.

TRIAXIAL COMPRESSION

COHESION - PSF

FRICTION COEFF.

MOISTURE CONTENT %

DRY DENSITY - PCF

UU-UNCONSOLIDATED UNDRAINED

CU-CONSOLIDATED UNDRAINED

DEPTH IN FEET

CLASSIFICATION (AASHTO)

COEFF.CONSOL. (SQ. FT/DAY)

UC-UNCONFINED COMPRESSION (c=1/2 Qu)

6.0 - 8.0 6.0 - 8.0

14.3

21.1

6.0 - 8.0

B-0001 D1 B-0002 C1 B-0005 C2

90 103.3

Boring No. Date Drilled

B-0001

B-0002

B-0003

B-0005

3/2/2021

3/1/2021

Not Encountered

Level (Ft.)

GroundWater

3/1/2021

2/26/2021

57B1

9C1

5E1

6E2

10G1

25G2

12G3

10H1

151I

13J1

50/6"

B1 5

B2 5

C2 5

C3 4

D1 34

E1 13

E2 10

E3 12

E4 19

E5 13

9-50/1"

50/0"

40/20

98/95

92/89

100/87

98/98

100/90

C1 9

C2 13

E1 21

D1 21

E2 13

E3 13

E4 14

R1 90/75

R2 94/92

R7 100/98

100/100

B1 28

C1 6

C3 7

C4 3

D1 11

50/2"

100/42

100/48

100/70

92/50

100/70

100/83

100/85

A-BRIDGE DECK

B-VOID

LEAN CLAY

C-GRAY SANDY

SAND WITH GRAVEL

D-GRAY CLAYEY

LEAN CLAY

E-GRAY SANDY

GLACIAL TILL

F-GREENISH GRAY

GRAY SANDSTONE

GREENISH LIGHT

G-BROWN AND

LIMESTONE

LIGHT BROWN

H-LIGHT GRAY AND

A-PCC PAVEMENT

B-BASE COURSE

CLAY

C-DARK GRAY LEAN

GLACIAL TILL

D-DARK GRAY

BROWN LIMESTONE

F-GREENISH LIGHT

BROWN SHALE

G-LIGHT GRAY AND

GRAY SANDSTONE

BROWN AND LIGHT

H-GREENISH LIGHT

BROWN SANDSTONE

E-WHITISH LIGHT

A-PCC PAVEMENT

B-BASE COURSE

LEAN CLAY

C-BROWN SANDY

CLAYEY SAND

D-DARK GRAY

CLAY

E-DARK GRAY LEAN

SAND

F-GRAY TO BROWN

GLACIAL TILL

GRAY, AND BROWN

G-GRAY, GREENISH

SAND

H-LIGHT BROWN

TILL

TO BROWN GLACIAL

I-GREENISH GRAY

BROWN SAND

J-YELLOWISH

SANDSTONE

AND LIGHT GRAY

K-LIGHT BROWN

L-VOID

SANDSTONE

AND LIGHT GRAY

M-LIGHT BROWN

LIGHT GRAY SHALE

N-GREEN AND

SANDSTONE

AND LIGHT GRAY

O-LIGHT BROWN

TOPSOIL

A-GRASS,

LEAN CLAY

DARK GRAY

BROWN TO

SAND

CLAYEY

C-GRAY

GRAVEL

CLAY AND

SAND WITH

D-GRAY

TILL

GLACIAL

BROWN

E-GRAY TO

SAND

F-BROWN

12.9' LT

B-0001

23.7' RT

B-0002

3.5' RT

B-0003

12.9' LT

B-0005

B-0001 D1 B-0002 C1 B-0005 C2

LINE

PROPOSED GRADE

BETWEEN BORINGS

EXISTING GROUND

DESIGN SHEET NO. OF FILE NO. DESIGN NO.

IOWA DEPARTMENT OF TRANSPORTATION

CLINTON COUNTY

STA. 1944+90.57 (MANUFACTURING DRIVE)

DESIGN FOR 0° SKEW

45'-6 END SPANS 59'-0 INTERIOR SPAN

150'-0 X 44'-0 CONTINUOUS CONC. SLAB

BRIDGE WITH 12'-0• PATH & 5'-0• WALK

SEPTEMBER, 2021

272 -- --

SOIL PROFILE SHEET

SHEET NUMBER PROJECT NUMBERCOUNTYDESIGN TEAM

P:\30618011-001\06-Drawings\Civil\Dgns\30618011_SPS3.dgn

FILE NO. ENGLISH

jlk11/1/20216:07:42 PM

SPS.3

0 025 25

2550 50 50

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

STRUCTURE CONSTRUCTION.

ALL SECTIONS LOOKING UPSTATION.

TOP OF BEDROCK PROFILES ESTIMATED

FROM BEDROCK ELEVATION DATA

SUMMARIZED ON SPS.1.

BEDROCK

EAST ABUTMENTWEST ABUTMENT

PIER 1 PIER 2

BEDROCK

WEATHERED

BEDROCK

WEATHERED

(T Y

M I

(T Y

M I

(T Y

M I

(T Y

M I

DESIGN SHEET NO. OF FILE NO. DESIGN NO.

IOWA DEPARTMENT OF TRANSPORTATION

CLINTON COUNTY

STA. 1944+90.57 (MANUFACTURING DRIVE)

DESIGN FOR 0° SKEW

45'-6 END SPANS 59'-0 INTERIOR SPAN

150'-0 X 44'-0 CONTINUOUS CONC. SLAB

BRIDGE WITH 12'-0• PATH & 5'-0• WALK

SEPTEMBER, 2021

27 -- --

SOIL PROFILE SHEET

21 3 4 3 421

21 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10

B B

ELEV. 593.9

B-0008

ELEV. 594.2

B-0007

ELEV. 594.6

B-0009

ELEV. 594.0

B-0012

ELEV. 593.7

B-0011

MANUFACTURING DRIVE

C R E E K

SPS.4FILE NO. ENGLISH DESIGN TEAM

P:\30618011-001\06-Drawings\Civil\Dgns\30618011_SPS4.dgnjlk11/1/20216:18:09 PM

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

STRUCTURE CONSTRUCTION.

FEET

SOIL PROFILE SHEET

4 -- --DESIGN SHEET NO. OF FILE NO. DESIGN NO.

IOWA DEPARTMENT OF TRANSPORTATION

DESIGN FOR 40° SKEW L.A.

CLINTON COUNTY

214'-0 X 44'-0 PRETENSIONED PRESTRESSED

CONC. BEAM BRIDGE WITH 12'-0• PATH & 5'-0• WALK

56'-0 END SPANS 102'-0 INTERIOR SPAN

STA. 1954+05.56 (MANUFACTURING DRIVE) SEPTEMBER, 2021

42DESIGN SHEET NO. OF FILE NO. DESIGN NO.

IOWA DEPARTMENT OF TRANSPORTATION

LOCATION

CONC. BEAM BRIDGE WITH 12'-0

214'-0 X 44'-0 PRETENSIONED

DESIGN FOR 40° SKE

LONGITUDE -90.238284°

LATITUDE 41.824356°

FHWA NO. 002101

CITY OF CLINTON

CLINTON COUNTY

CLINTON TOWNSHIP

SECTION 14/15

T-81N R-6E

OVER MILL CREEK

MANUFACTURING DRIVE

SEE ROAD DESIGN SHEETS FOR FINAL UTILITY

UTILITIES SHOWN ON THIS SHEET ARE FOR INF

W(B) - WATER - IOWA AMERICAN WATER

SS - SANITARY SEWER - CITY OF CLINTON

OHE(D) - ELECTRIC - ALLIANT ENERGY

OHE(B) - ELECTRIC - ALLIANT ENERGY

G(D) - GAS - ALLIANT ENERGY

G(B) - GAS - ALLIANT ENERGY

COMMUNICATIONS NETWORK

FO(B) - FIBER OPTIC - CENTURY LINK AND IOW

C(B) - TELEVISION - MEDIACOM

1951 1952 1953 1954 1955

530 530

SPS.5SHEET NUMBER PROJECT NUMBERCOUNTYCLINTONDESIGN TEAM McClure

P:\30618011-001\06-Drawings\Civil\Dgns\30618011_SPS5.dgn

FILE NO. ENGLISH

jlk11/1/20216:13:05 PM

18,32,31,33,19

17,23

7,5,34,33 --,--,23,22

CUT MOISTURE

CUT DENSITY (lb/ft )

PLASTIC LIMIT

H O

S H O

0.92

1.08

6.0

10.0

5.5

0.88

2.12

10.0

5.0

5.8

31.2

7.0

31.0

3.0

1.0

2.0

8.0

7.0

24.0

4.5

11.5

2.08

0.92

3.5

5.0

12.0

2.17

0.83

10,13,26,16

10,27,27,32,16 --,25,--,21,--

THIS SHEET IS INCLUDED TO SHOW

SOIL INFORMATION.

DETAILS AND NOTES SHOWN ELSEWHERE

IN THESE PLANS SHALL BE USED FOR

STRUCTURE CONSTRUCTION.

OFFSET FOR CLARITY.

BORING B-0008 AND B-0011 PROFILES

DENS. CORE

SHELBY

SAMPLE

PLUGGED

MOISTUREM

SHALE

H O

2 WATER

SOILS BOOK NO.

BLOW COUNT

LAYER - NO. BLOWS

SANDY SOIL

SANDSTONESAND

BOULDERS

CORE

DIAMOND

SAND

GRAVELLY

AREA

SOIL REMEDIATION

WEATHERED LS.

BROKEN &

LIMESTONE (LS.)

BLOW COUNT

LEGEND

DRYDRY

ROCK CORE DATA

LAYER - REC/RQD

R1 95/61

Boring No. Date Drilled

B-0007

B-0008

B-0009

B-0011

B-0012

2/22/2021

Not Encountered

Level (Ft.)

GroundWater

2/23/2021

2/25/2021

SHELBY TUBE CORE DATA

CORE NO.

TRIAXIAL COMPRESSION

COHESION - PSF

FRICTION COEFF.

MOISTURE CONTENT %

DRY DENSITY - PCF

UU-UNCONSOLIDATED UNDRAINED

CU-CONSOLIDATED UNDRAINED

DEPTH IN FEET

CLASSIFICATION (AASHTO)

COEFF.CONSOL. (SQ. FT/DAY)

UC-UNCONFINED COMPRESSION (c=1/2 Qu)

B-0007 C2

6.0 - 8.0 8.0 - 10.0

26.9 20.0

92.8 95.6

6.0 - 8.0

33.6

81.5

B-0012 C3

8.0 - 10.0

27.3

92.4

B-0008 C1 B-0011 C2

Elevation Material DescriptionSample Number (psi)

Unit Load

Moisture

(PCF)

Dry Density

ROCK CORE COMPRESSIVE STRENGTH TESTING REPORT

B-0007 R2 TAN, LT BR, YLW LT GR SLIGHTLY WEATHERED-FRESH LIMESTONE565.25 3,061 0.1 147

B-0007 R3

B-0007 R4

B-0007 R5

B-0007 R6

B-0007 R7

TAN, LT BR, YLW LT GR SLIGHTLY WEATHERED-FRESH LIMESTONE

562.65

557.45

551.75

547.25

542.05

1,637 0.1 136

2,264 0.3 146

1,526 0.3 141

11,721 0.3 150

5,745 0.2 154

B-0009 R2

B-0009 R3

B-0009 R4

B-0009 R5

Elevation Material DescriptionSample Number (psi)

Unit Load

Moisture

(PCF)

Dry Density

ROCK CORE COMPRESSIVE STRENGTH TESTING REPORT

B-0009 R6

567.29

565.09

558.39

553.09

548.49

YLW LT BR/TAN, LT GR/LT BR, RED BR MODERATELY-HIGHLY WEATHERED SANDSTONE

1,137 0.2 138

1,801 0.2 147

6,154 0.3 151

3,012 0.3 150

4,203 0.2 150

B-0012 R2

B-0012 R3

B-0012 R4

B-0012 R5

B-0012 R6

B-0012 R7

YLW BR MODERATELY-HIGHLY WEATHERED SANDSTONE

YLW LT BR/TAN, LT GR/LT BR, RED BR SLIGHTLY-MODERATELY WEATHERED SANDSTONE

0.42,348 138

2,579 0.1 136

1,734 0.1 138

4,153 0.2 150

1,598 0.6 142

10,630 0.3 152

572.34

567.04

561.54

557.94

552.54

546.74

B1 58

C1 5

C3 4

D1 6

E1 50/3"

R1 93/88

R2 100/90

R3 98/71

R4 98/75

R5 100/98

R6 100/93

R7 95/61

B1 24

B2 4

B3 4

C2 51

E1 50/2"

E2 50/0"

D1 2

D2 37

E1 50/3"

R1 84/42

R2 100/58

R3 100/96

R4 98/98

R5 100/96

R6 98/98

R7 100/98

C1 8

C3 7

C4 7

E1 50/1"

50/4"

E2 50/0"

C1 13

C2 9

D1 16

R1 100/0

R2 100/97

R3 100/79

R4 100/81

R5 100/68

100/100

50/5"

3.8' RT

B-0007

36.5' RT

B-0008

19.7' RT

B-0009

3.8' RT

B-0011

21.5' RT

B-0012

A-PCC PAVEMENT

B-BASE COARSE

B-0007 C2

CLAY

C-DARK GRAY LEAN

CLAY

GRAY SANDY LEAN

D-DARK BROWN TO

GRAY SANDSTONE

BROWN TO LIGHT

YELLOWISH LIGHT

E-LIGHT BROWN,

GRAY LIMESTONE

YELLOWISH LIGHT

BROWN, AND

F-TAN, LIGHT

A-PCC PAVEMENT

B-BASE COURSE

CLAY WITH SAND

DARK BROWN LEAN

C-DARK GRAY TO

SAND

BROWN CLAYEY

D-DARK GRAY TO

BROWN SANDSTONE

E-YELLOWISH

A-BRIDGE DECK

B-VOID

FRAGMENTS

C-FILL-WOOD

SILTY SAND

D-DARK GRAY

A-PCC PAVEMENT

B-BASE COURSE

SANDY FAT CLAY

C-DARK BROWN

D-WHITE SAND

E-SANDSTONE

A-PCC PAVEMENT

B-BASE COURSE

B-0012 C3

LIMESTONE

REDDISH BROWN

TO LIGHT BROWN,

TAN, LIGHT GRAY

LIGHT BROWN TO

F-YELLOWISH

SANDSTONE

BROWN

E-YELLOWISH

WITH SAND

LEAN CLAY

TO DARK GRAY

C-DARK BROWN

WITH SAND

LEAN CLAY

DARK GRAY

BROWN TO

D-DARK

SANDSTONE

REDDISH BROWN

LIGHT BROWN,

LIGHT GRAY TO

BROWN TO TAN,

E-YELLOWISH LIGHT

LIMESTONE

REDDISH TAN

LIGHT BROWN,

LIGHT GRAY TO

BROWN TO TAN,

F-YELLOWISH LIGHT

LINE

PROPOSED GRADE

BETWEEN BORINGS

EXISTING GROUND

B-0008 C1

B-0011 C2

55 -- --

SOIL PROFILE SHEET

DESIGN SHEET NO. OF FILE NO. DESIGN NO.

IOWA DEPARTMENT OF TRANSPORTATION

DESIGN FOR 40° SKEW L.A.

CLINTON COUNTY

214'-0 X 44'-0 PRETENSIONED PRESTRESSED

CONC. BEAM BRIDGE WITH 12'-0• PATH & 5'-0• WALK

56'-0 END SPANS 102'-0 INTERIOR SPAN

STA. 1954+05.56 (MANUFACTURING DRIVE) SEPTEMBER, 2021

File details come from the government source that posted it. Updated Aug 2, 2024.