W911SA20B2007 Attachment 7 - Plan Bridge 007.pdf

PDF 9 MB Posted Feb 14, 2020

Attached to: Repair Bridges Federal contract opportunity
Solicitation number: W911SA20B2007
Issued by: Department of the Army Materiel Command Mission and Installation Contracting Command Fort McCoy

About this file

Written by GovTribe AI · Dec 28, 2023

This solicitation package includes plans and specifications for bridge repair work at Fort McCoy in Wisconsin. The work involves repairs to Bridge 007, including concrete work, guardrail installation, and traffic control. The solicitation was issued by the Department of the Army Materiel Command Mission and Installation Contracting Command at Fort McCoy on February 14, 2020. The accompanying documents provide construction details, drawings, and a traffic control plan for the bridge repair project.

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Other files for this federal contract opportunity

Other files attached to Repair Bridges, newest first.
File	Type	Posted
W911SA20B2007 Abstract Preliminary Bid Results.pdf	PDF	Mar 18, 2020
W911SA20B2007 Amendment 0002.docx	DOCX document	Mar 12, 2020
W911SA20B2007 Attachment 6 - Plan Bridge 005 -3.12.20.pdf	PDF	Mar 12, 2020
W911SA20B2007 Amendment 0001.docx	DOCX document	Mar 11, 2020
W911SA20B2007 Attachment 13 - Wage Determination 3.11.20.pdf	PDF	Mar 11, 2020
W911SA20B2007 SITE VISIT SIGN IN 25 FEB 20.pdf	PDF	Feb 25, 2020
W911SA20B2007 Attachment 10 - Geotechnical Report Fort McCoy Twin Culvert Rehab.pdf	PDF	Feb 14, 2020
W911SA20B2007 Attachment 4 - Spec BR051.pdf	PDF	Feb 14, 2020
W911SA20B2007 Attachment 2 - Spec BR005.pdf	PDF	Feb 14, 2020
W911SA20B2007 Solicitation.pdf	PDF	Feb 14, 2020
W911SA20B2007 Attachment 6 - Plan Bridge 005.pdf	PDF	Feb 14, 2020
W911SA20B2007 Attachment 12 - SF24.pdf	PDF	Feb 14, 2020
W911SA20B2007 Attachment 8 - Plan Bridge 051.pdf	PDF	Feb 14, 2020
W911SA20B2007 Attachment 1 - Spec 00FM1.pdf	PDF	Feb 14, 2020
W911SA20B2007 Attachment 9 - Geotechnical Report Fort McCoy BR051 Structure.pdf	PDF	Feb 14, 2020
W911SA20B2007 Attachment 5 - Plan 00FM1.pdf	PDF	Feb 14, 2020
W911SA20B2007 Attachment 3 - Spec BR007.pdf	PDF	Feb 14, 2020
W911SA20B2007 Attachment 13 - Wage Determination.docx	DOCX document	Feb 14, 2020
W911SA20B2007 Attachment 11 - AT OPSEC Cover Sheet .pdf	PDF	Feb 14, 2020

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G0.1

Fort McCoy, Wisconsin

STRUCTURE

REPAIRS

BRIDGE 007

NOTES

A. ANY UTILITIES AND STRUCTURES SHOWN ON PLAN

DRAWINGS ARE APPROXIMATE IN LOCATION AND

DESCRIPTION AND ARE BASED ON RECORDS AVAILABLE

TO THE GOVERNMENT OR ON SURFACE FEATURES

INDICATING THEIR EXISTENCE. THERE MAY BE OTHER

UTILITIES WITHIN THE PROJECT AREA WHICH ARE NOT

SHOWN. THE LACK OF UTILITIES ON PLAN DRAWINGS IS

NOT AN INDICATION OF A UTILITY-FREE PROJECT SITE.

B. NOTIFY ALL AFFECTED UTILITY COMPANIES OF

CONSTRUCTION OPERATIONS AT LEAST THREE

WORKING DAYS BEFORE BEGINNING WORK NEAR THEIR

FACILITIES. DO NOT BEGIN EXCAVATION WORK UNTIL

UNDERGROUND UTILITY LOCATIONS HAVE BEEN

MARKED OR THE UTILITY COMPANY HAS SENT NOTICE

THAT THE AREA IS CLEAR.

C. SCALES SHOWN ONLY APPLY WHEN THESE

DRAWINGS ARE PRINTED ON 22" x 34" PAPER. SCALES

ARE HALF SIZED WHEN PRINTED ON 11" x 17" PAPER.

PHONE: 608.782.3161

329 JAY ST, SUITE 301

LA CROSSE, WI 54601

www.sehinc.com

SHEET INDEX

SHEET NUMBER

G0.1 TITLE

G0.2 LOCATION & GENERAL NOTES

C0.1 CONSTRUCTION DETAILS

C0.2 TRAFFIC CONTROL

C1.1 PLAN

S5.1-S5.3 STRUCTURE PLANS

REFERENCE DRAWINGS

DRAWING NUMBER DESCRIPTIONS

S.D.D. 13 B 2-9b CONCRETE APPROACH SLAB

S.D.D. 14 B 42-6a,6b,6c MIDWEST GUARDRAIL SYSTEM (MGS) GUARDRAIL

S.D.D. 14 B 44-4a,4b,4c MIDWEST GUARDRAIL SYSTEM (MGS) TERMINAL

S.D.D. 14 B 45-5a,5b,5c,5g MIDWEST GUARDRAIL SYSTEM (MGS) THRIE BEAM TRANSITION

S.D.D. 15 C 2-7a, 7b, 7f

BARRICADES AND SIGNS FOR MAINLINE CLOSURES

S.D.D. 15 C 12 TRAFFIC CONTROL FOR LANE CLOSURES WITH FLAGGING OPERATION

S.D.D. 15 D 28

TRAFFIC CONTROL, WORK ON SHOULDER OR PARKING LANE, UNDIVIDED ROADWAY

S.D.D. 15 D 32 TRAFFIC CONTROL, ONE LANE ROAD STOP CONDITION

FALLS

SPARTA

NEW

LYME

LAFAYETTE

ANGELO

GRANT

GREENFIELD

ADRIAN

LINCOLN SCOTT

TOMAH

WILTON

WELLS

LEON CLIFTON

McCOY

FORT

MILITARY

RESERVATION

Sparta

Tomah

Warrens

Norwalk

McCoyFort

Angelo

Kirby

Tunnel City

Valley Jct.

Q I

A T M

1 6

Cataract

Leon

Oakdale

Lemonweir

Be ar

Cr.

W yman

Cr.

Sparta Cr.

K ic ka po o R.

Fish

Bi g

Be av er C r.

Cr.

StillwellCr.

Tarr

LaCrosse R.

Silver

Cr.

La C ro ss e

Squaw

Cr.

Ranch

Cr.

PrintzCr.

Fi sh erC r.

Sp en ce r

Cr.

Soper

Cr.

Dus tin

Cr.Rathbone

Dell Hazel

Wood Alder

Tomah L.

E. Fk.

ley

Bai

Cr.

LaCrosse

Lit.

Cr.

GRANGE

OAK-

RIDGE-

VILLE

Ridgeville

Le m on w ei r

Corners Four

RIVER ST. TRAIL

LA CROSSE

ELROY

SPARTA

STATE

TRAIL

CPR

AVE

M B

E E

LACQUER

JAWBONE

Z Z

R D

K E

AVE

K E

AVE

KERRY

AVE

KIL

LDE

KIM

AVE KIP

KING

T E R

AVE

IVANHOE

AVE

IRONDALE

AVE

R D

AVE AVE

AVE

INCLINE

N S W

OOD

AVE

DAKOTA

AVE

DALLA

S AVE

DAYTON

AVE

DEERFLICK

AVE

FESTIVAL A

ANTAIL

FAIRMONT

ALLOWAVE

DESOTO

DELTA

AVE

DER

AVE

E D E R

AVE

DERBY

E N

GLAN

AVE

FOREST AVE

AUGER

AUBURN RD

AVE

ASPEN

AVE

BROADWAY

AVE

BLUE-

AVE

CINDER AVE

AVE

T E S

NAVE

BITTERSWEET

BLOOMINGTON

AVE

ANCHOR

AVE

N E

T T

AVE

HEMATITE

HAVEN

E R

T E

R D

FOOTHILL

COBBLE-

R D

AVE

ABBOTSFORD

K E N T U

GRAPEVINE

INTREPIDR

JASM

INE

KEYBOARD

AVE

ACORN AVE

ACORN

ABBEVILLE

AAR

AVE

ACAD

E M Y

R D

AIREDALE

AVE

ALPINE

AVE

AGATE

B E

R D

B E N T

R D

CAMP AVE

R D

BEAVER

AVE

BEDFORD

AVE

S W

OOD

R E

BARBERRY

AVE

BAMBOO AVE

BALSOM

BASALT

CANYON AVE

BALLOON AVE

AVE CANARY

R D

AVE

DELMARD

D R D

R D

T B

CANOE RD

R D

D E

R D

DANE

GLE

E EB

ECHO

DELAWARE

D E E R W

R D

AVE

ECKBERG

F E

H E R

AVE

FERN

R W

R D

AVE

AVEFINCH

FILBERT FILMORE AVE

FACTORY

R D

FIELDCREST

F E D

R D

FENWOOD

AVE

FEST

AVE

GAVEL AVE

D-

AVE

GAGEGAZEBO

GAZ

GARDENER AVE

GINGERGILLETTE

GOODVIEW

GALAXY

FARMLAND

AVE

D GARNETT AVE

GAS

LIGH

AVE

R D

GARDEN

R D

AVE

HAMILTON

HAMLET H

M E R

R D

GENERAL AVE

HALLEY

AVE

HAZELWOODRD

U S

R D

AVE

IBEX

IBERIA

AVEIBAND

ICEBERG

ICON AVE

ICICLE AVE

E B

R D

IDAHO

IDEM

IDOL

JACKPOT JACKPOT

AVE

E M

AN R

IBSEN

R D

AVE

JACKDAW

D E

R D

JAGUAR

R D

AVE

IDYLWOOD

IMPALA

R D

AVE

JAN

U S

HAYFIELD

AVE

E N W

R D

INSPIRATION

AVE

INLAND

AVE

JANUS AVE

AVE

AVEAVE

KATHRYNLADYBUG

LAD

D E R

AVE

E AVE

JANCING AVE

JANCING

JARGON

AVE

JASON

JAYBEE

AVE

JASPER

KAPOK

F F E R S

R D

KANSAS

AVE

AVEK

E R N

R D

LANCA

STER

AVE

KEY

WAY

AVE

KATYDID

LAM

LIGH

T E R

R D

LASSO

DLE

ON R

B E R

B E R T Y

LEXICON

AVE

R D

KNICKER

AVE

KIWI

KENSINGTON

AVEKENT

KEATS

R D

K N

KENDALL

KHAID

KIMONO

AVE

KINGDOM

KENNEL

T T

R D

AVE

LIMERICK

LIMESTONE

AVE LINCOLN

AVE

LION

K E

AVE

KIEV

AVE

JUDA

JOPLIN

R D

AVE

JITNEY

CO R

JORDAN

R D

W E

LL AVE

JEAN

K E

LLE

R D

K E

E R

KERMIT

AVE

R D

R S E Y

H O

R D

JENKINS

JELLYFISH

R D

JEEP

R D

KARLSTAD

KEAL AVE

KENYA

R D

T Y

JANUS

AVE

INDEX

D E P E N D E N

R D

INDEX AVE

INDIANA

AVE

JOLIET

AVE

R D

INN

INDIGO AVEH

E M

AVE

HEMP

RDR

H E

E T

INSHORE

AVE

IRA

HELSINKI

HERITAGE

AVE

HERTZ

R D

N D

A R D

GOLIATH

R D

H E

U M

R D

HAZEL

HELIX

GLIDER

AVE

GIRAFFE

AVE

GLADEVIEW

AVE

GLACIE

FLATTOP

GLADSTONE

AVE

FLA

AVE

LAM

INGO

FLAGSHIP

AVE

FLARE

FLINT AVE

EDGEWATER

EDEN

- WORKS RD

FLAVONE

R D

AVE F

FISH-

HOOK

R D

ELLIOT AVE

ECLIPSE

AVE

EDGEWOOD AVE

LAN

R D

E M E R S

R D

ELGIN

AVE

EMBLEM

T H

R D

AVE AVE

LDE

AVE

DENTON

D E N

R D

AVE

DESTINY

AVE

R D

P H

R D

E R R Y

R D

CHARIOT

CHEYENNE

CHE

YEN

CHARCOAL

CLAY

COLEMAN

AVE

CHAPARRAL

AVE

CENTURY

AVE

BLACKHAWK

AVE

COSALZWEDEL

AVE

GRASS

M E Y

R D

BOXELDER

BOXWOOD

AVE

STONE RD

BRIARWOOD

B R

D H

R D

E B E R R Y

R D

H E

DAR

E R

R D

ARCADIA ASPEN AVE

R D

ARMOR

AVE

ARTIC

R D

AVE

BLUEBIRD

E R

D AU

S T A

AVE

BRIDLE

BRONSON

AVE

BRIMSTONE

AVE B

CO R

COLORADO

P P E R

R D

BUCKLEY

BRUNSWICK

CON

COR

AVE

DOGWOOD

DOVE

AVE

DOUGLAS

ENSIGN

E N T E R P R

E R D

EPIC

AVE

ERMINE

AVE

ESPY RD

NGLE

OOD

ENGLEWOOD

R D

ESSEX

E U R E K A

R D

ESTATE

D EVER- GR

E E N

FOUNTAIN

AVE

FORUM

R D

FOX

AVE

AVE GROSBEAK AVE

R D

AVE

GREYHOUND

R D

AVE

GRIDIRON

HIAWATHA

HIBISCUS

Y R D

HIGHLAND

AVE

HERON RD

H E R M

R D

AVE

HONEYCOMB

R D

HILLDALE

HOCKEY

HOL

R D

HOYLE

AVE

OOVE

E L

AVE

IRONTON

ODIN

T E R

D E

R D

AVE

IRONCLAD

W A

R D

AVE

JUNCTION

N D

IRV

INE

R D

AVE AVE

JUBILEE JUDITH

JUNEBERRY

KILN

R D

JULIETTE

AVE

JUNGLE

M B O

R D

S T

KING

LOTUS

AVE

KITTYHAWK

KIR

R D

AVE

R D

KAISER

AVE

R D

AVE

CARRIAGE

AVE

CASTLE

R D

G0.2

LOCATION MAP

GENERAL NOTES

C0.1

CONCRETE RAMP DETAIL

TYPICAL ASPHALT PAVEMENT STRUCTURE

GRADING FOR GUARDRAIL EAT

C0.2

TRAFFIC CONTROL & STAGING

CONCRETE APPROACH SLAB

ASPHALTIC SURFACE

CONCRETE PAVEMENT

LEGEND

CONCRETE RAMP

C1.1

Scale: 1:10

PLAN

6+00'BC' 7+00'BC' 8+00'BC'

Scale: 1" = 10'

EXISTING SITE PLAN

Scale: 1" = 10'

EXISTING PROFILE SECTION

(AT C/L OF BRIDGE/ROADWAY)

S5.1

Scale: 1" = 3'

EXISTING SECTION THRU ROADWAY

(VIEW TO EAST)

Scale: 1" = 8'

EXISTING DECK PLAN

2 S5.2

Scale: 1" = 3'

PROPOSED SECTION THRU ROADWAY

(VIEW TO EAST)

S5.3 Scale: 1" = 8'

PROPOSED DECK PLAN

Scale: 1" = 1.5'

PROFILE SECTION DETAIL

(SKEW IGNORED)

Scale: NTS

BAR BENDING DETAIL

Scale: NTS

STRUCTURE BACKFILL DETAIL

REINFORCEMENT POSITIONING DETAIL

SECTION A - A

STRUCTURE

TRANSITION DETAIL

SECTION C - C

APPROACH SLAB TO ADJACENT PAVEMENT

THE CONTRACTOR MAY SPLICE NO. 6 BARS IN THE APPROACH SLAB FOR SKEWED STRUCTURES ONLY.

STAGGER SPLICES WITH A MAXIMUM OF ONE SPLICE PER BAR. THE LENGTH OF LAP IS 20 INCHES.

TACK WELD DOWEL BARS TO THE BASKETS ON ALTERNATE ENDS.

THE CONTRACTOR MAY USE NO. 4 BARS SPACED AT 2' - 0 " C - C IN BOTH THE LONGITUDINAL AND

TRANSVERSE DIRECTIONS FOR TOP REINFORCEMENT AS AN ALTERNATIVE TO THE WELDED WIRE FABRIC.

THE CONTRACTOR MAY OMIT THE BARS BETWEEN REINFORCED SLABS WHERE SLAB REINFORCEMENT

BARS EXTEND ACROSS THE CENTERLINE OR REFERENCE LINE.

DO NOT CONSTRUCT AN EXPANSION JOINT OR INSTALL DOWEL BARS WHEN ABUTTING AN HMA PAVEMENT.

USE A JOINT SEALANT MEETING THE REQUIREMENTS OF ASTM D6690.

PLACE EXPANSION CAP ON THE END OF THE DOWEL THAT IS NOT TACK WELDED TO THE BASKET. DO NOT

FORCE DOWEL BAR PAST THE DOWEL STOP.

EXTEND EXPANSION JOINT THROUGH ANY ADJACENT TIED CONCRETE.

STANDARD CONTRACTION JOINT NORMAL TO OR .

STANDARD LONGITUDINAL JOINT WITH TIE BARS.

" EXPANSIONT JOINT WITH DOWEL BARS NORMAL TO OR .

SKEWED APPROACH

(PAVEMENT MORE THAN TWO LANES)

SKEWS > 20°

(PAVEMENT WIDTH ≤ 30')

SKEWS ≤ 20°

(PAVEMENT WIDTH ≤ 30')

APPROACH SLAB AND ADJACENT PAVEMENT

CONTRACTION JOINT

SECTION D - D

BEND DETAIL

SECTION B - B

BOTTOM REINFORCEMENT

EXPANSION JOINT DETAIL

15'

A A

VARIABLE

(33' - 0" MAX.)

CONCRETE PAVEMENT APPROACH SLAB

VARIABLE

(6 ' - 0" MIN.)

(18' - 0" MAX.)

CONCRETE PAVEMENT APPROACH SLAB

VARIABLE

15'

STRUCTURE

(RS)

15'

(RS)

(NRS)

SKEW ANGLE

(PS)

(RS)

(PS)

SKEW

ANGLE

(NRS)

(RS)

(PS)

(NRS)

(RS)

(PS)

CONCRETE PAVEMENT

APPROACH SLAB

VARIABLE

(6 - 0" MIN.)

(18' - 0" MAX.)

15'

NON - REINFORCED (NRS)

PAVEMENT SLAB

REINFORCED SLAB (RS)

OR NON - REINFORCED

SLAB (RS SHOWN)

1' - 0"

DOWEL BARS SPACED

AT 12" C -C

" MAX.

1' - 0"

PAVEMENT THICKNESS (SEE

TYPICAL CROSS SECTION)

1' - 0"

REINFORCED SLAB (RS)

OR NON - REINFORCED

SLAB (RS SHOWN)

MIN.

2' - 0" MIN.

BASE

COURSE

ADJACENT

CONCRETE

PAVEMENT

" EXPANSION JOINT WITH

DOWEL BARS (SEE EXPANSION

JOINT DETAIL)

HOT POURED JOINT SEALANT

" BELOW SURFACE)

(PS)

CLEAR COVER

" - 4

2" CLEAR COVER

WELDED WIRE FABRIC

6" X 12" W 5.5 X W 4

TRANSVERSE NO. 4 BARS SPACED 4" C -C

(MAY BE PLACED AT SKEW ANGLE OF

STRUCTURE OR NORMAL TO )

D/2

" MAX.

NO. 4 X 2' - 0"

TIE BAR SPACED

AT 2' -0" C - C

1' - 0"

NO. 6 LONGITUDINAL BARS

NO. 4 TRANSVERSE BARS

1' - 0"

HOT POURED JOINT SEALANT

" BELOW SURFACE)

WELDED WIRE FABRIC

6" X 12" W 5.5 X W 4

STANDARD 180° HOOK.

ROTATE TO PROVIDE

" CLEAR COVER

(RS) = REINFORCED CONCRETE SLAB

(PS) = PAVECD CONCRETE SHOULDER OR CONCRETE DRAINAGE SLAB

(NRS) - NON - REINFORCED CONCRETE SLAB

STANDARD DOWEL BAR DIAMETER (SEE SDD 13C11 AND SDD 13C13)

BRIDGE ABUTMENT

LONGITUDINAL NO. 6 BARS

SPACED 6" C - C

1" MIN.

DOWEL STOP

EXPANSION CAP

" EXPANSION

JOINT FILLER

" R

HOT POURED

JOINT SEALANT

" BELOW SURFACE)

18"

DOWEL BARS SPACED AT 12" C -C

A V

E M

E N

D E

P T

SKEW

ANGLE

S D

D S

D D

B a

STATE OF WISCONSIN

DEPARTMENT OF TRANSPORTATION

APPROVED

DATE

PAVEMENT SUPERVISOR

/S/

FHWA

CONCRETE PAVEMENT

APPROACH SLAB

November 2018 Peter Kemp P.E.

SDD 13b2-a Concrete Bridge Approach Slab

STEEL POST & HOLE

PUNCHING DETAIL

(W 6 X 9)

WOOD POST

(6" X 8") NOMINAL

WOOD OR PLASTIC

BLOCKOUT

WOOD OR STEEL POSTS (w6X9 OR w6X8.5) MAY BE USED. DO NOT INTERMIX WOOD AND

STEEL POSTS. INSTALL STEEL POSTS WITH HOLES ON APPROACHING TRAFFIC SIDE.

USE WOOD OR APPROVED PLASTIC BLOCKOUTS. WOOD BLOCKOUTS MAY BE CONSTRUCTED

OUT OF TWO OR MORE WOOD BLOCKOUTS. SEE ALTERNATE WOOD BLOCKOUT DETAIL.

DIMENSIONS OF APPROVED PLASTIC BLOCKOUTS MAY VARY.

IF ROCK IS ENCOUNTERED DURING EXCAVATION, PROVIDE A HOLE 12 INCHES IN DIAMETER

EXTENDING 20 INCHES DEEP INTO THE ROCK. PLACE APPROXIMATELY 2 1/2" INCHES OF

GRANULAR MATERIAL IN THE BOTTOM OF THE HOLE. CUT THE POSTS THE TO LENGTH AMD

INSTALL. BACKFILL WITH EXCAVATED MATERIAL AND COMPACT. BACKFILL IS TO BE FREE

OF LARGE ROCKS.

WHEN THE DISTANCE FROM BACK OF POST TO SHOULDER HINGE POINT IS LESS THAN 2

FEET INSTALL LONGER POST AT HALF POST SPACING (K).

FOR NEW MGS INSTALLATION TOP OF W-BEAM RAIL TOLERANCE IS ±1". FOR

EXISTING MGS INSTALLATION TOP OF W-BEAM IS BETWEEN 27

" TO 32".

WHEN USING STEEL POST AND WOOD BLOCKOUTS INSTALL FOUR 16D GALVANIZED

NAILS. INSTALL NAILS AT THE BACK CORNERS OF THE BLOCK AND BEND THE NAILS

OVER THE FLANGE OF THE STEEL POST.

END VIEW

LOCATED ALONG A CURBED ROADWAY

END VIEW

LOCATED ALONG A ROADWAY SHOULDER

STANDARD INSTALLATION

END VIEW

MGS LONGER POST AT HALFPOST

SPACING W BEAM (K)

PLAN VIEW

STEEL POST,

PLASTIC BLOCKOUT & BEAM

PLAN VIEW

WOOD POST,

BLOCKOUT & BEAM

E D

S H

O U

L D

E R

SHOULDER

HINGE POINT

2 - 0"

POST BOLT

(TYPICAL)

3' - 4" MIN.

1 - 16D

GALVANIZED NAIL

NORMAL SHOULDER

WOOD OR PLASTIC

BLOCKOUT

31"

W - BEAM

RAIL

(TYPICAL)

2 - 0"

3' - 10" MIN.

W - BEAM

RAIL

(TYPICAL)

POST BOLT

(TYPICAL)

POST BOLT

(TYPICAL)

PLASTIC

BLOCKOUT

1 - 16D

GALVANIZED NAIL

WOOD OR PLASTIC

BLOCKOUT

31"

4' - 4

" MIN. FOR

WOOD OR STEEL

POST

CURB TYPE SPECIFIED

ELSEWHERE IN THE

CONTRACT

GUTTER TO

PAVEMENT

HINGE POINT

5" MAX.

W - BEAM

RAIL

(TYPICAL)

31"

" MIN.

WHERE "A"

IS ≥ 22"

"A"

2" MIN. 2" MIN.

12"

FILL WITH

FOUNDATION

BACKFILL

20" MIMIMUM EMBEDMENT IN SOLID

ROCK IF SHORTENED POST IS USED

WHERE "A" IS

22"

12"

1' - 2

HOLE DIAMETER:

WOOD

PLASTIC

" DIA.

HOLE

" DIA.

HOLE

OPTIONAL

" DIA. HOLE

FOR HANDLING DURING

GALVANIZING. ONE PERMITTED

W - BEAM

RAIL

(TYPICAL)

W - BEAM

RAIL

(TYPICAL)

DIRECTION

OF TRAFFIC

DIRECTION

OF TRAFFIC

TOTAL POST LENGTH FOR TYPE K IS 7' - 0".

TOTAL POST LENGTH FOR OTHER MGS TYPES IS 6' - 0".

END VIEW

SETTING STEEL OR WOOD POST IN ROCK

S D

D S

D D

B a

STATE OF WISCONSIN

DEPARTMENT OF TRANSPORTATION

MIDWEST GUARDRAIL SYSTEM

(MGS) GUARDRAIL

SDD 14b42-a Midwest Guardrail System (MGS) - Installation Cross Sections, Post and Block Details

ONE SIDED REFLECTOR DETAIL

AND TYPICAL INSTALLATION

FRONT VIEW AT STEEL POST

FRONT VIEW

POST SPACING STANDARD INSTALLATION

FRONT VIEW

HALF POST SPACING (HS) AND

HALF POST SPACING WITH LONGER POSTS (K)

SECTION THRU W-BEAM RAIL

FRONT VIEW

QUARTER POST SPACING (QS)

FRONT VIEW

MID-SPAN BEAM SPLICE

DO NOT INSTALL REFLECTORS ON THE FIRST 50 FEET OF THE APPROACH END

OF THE ENERGY ABSORBING TERMINAL. RAIL SPLICE LOCATIONS ARE THE ONLY

ACCEPTABLE LOCATIONS FOR REFLECTORS.

25 FEET OF HALF POST SPACING IS REQUIRED ON APPROACH AND DEPARTURE ENDS

OF QUARTER POST SPACING.

POST BOLTS ARE A ⅝" DIAMETER ASTM A307 GUARDRAIL BOLT. A POST BOLT

REQUIRES ⅝" DIAMETER A563A DOUBLE RECESSED (DR) HEAVY HEX NUT AND ⅝"

DIAMETER F844 FLAT WASHER. POST BOLTS MAY BE LONGER IF MULTIPLE BLOCKOUTS

ARE BEING USED.

GUARD RAIL SPLICE BOLTS ARE A ⅝" DIAMETER ASTM A307 GUARDRAIL

HEAD BOLT. A GUARDRAIL SPLICE BOLT REQUIRES ⅝" DIAMETER A563A DOUBLE

RECESSED (DR) HEAVY HEX NUT.

FRONT VIEW AT WOOD POST

31"

6' 3" C - C

POST SPACING

6' - 3"

POST SPACING

6' - 3"

POST SPACING

12' - 6" OR 25' - 0"

EFFECTIVE LENGTH OF BEAM

6' - 3" C -C

POST SPACING

3' 1

" C -C

POST SPACING

3' 1

" C - C

POST SPACING

6' 3" C - C

POST SPACING

3' - 1

" C - C

POST SPACING

1' - 6

" C - C POST SPACING*

FINISHED SHOULDER

DIRECTION OF TRAFFIC

I R

I O

I C

WOOD OR PLASTIC

BLOCKOUT

WOOD OR PLASTIC

BLOCKOUT

WOOD OR PLASTIC

BLOCKOUT

4" X 12" DELINEATOR

REFLECTOR (REFER

TO SDD 15A4 FOR

DELINEATOR SPACING)

WOOD OR STEEL

POST

MOUNT WITH TWO

" X 2

TRIPLE COATED SCREWS WITH

WASHERS.

POST BOLT

(TYPICAL)

POST HOLE SLOT

" X 2

POST BOLT

SLOT

" LAP

" 2"2"

GUARDRAIL

SPLICE BOLT

(TYPICAL

GUARDRAIL SPLICE

BOLT REQUIRED AT

REFLECTOR LOCATIONS

FINISHED SHOULDER

POST BOLT

(TYPICAL)

10°

12 GAGE

" R

SYMMETRICAL

ABOUT

3' - 1

" C - C

POST SPACING

3' - 1

" C - C

POST SPACING

3' - 1

" C - C

POST SPACING

S D

D S

D D

B b

STATE OF WISCONSIN

DEPARTMENT OF TRANSPORTATION

MIDWEST GUARDRAIL SYSTEM

SDD 14b42-b MGS - Bolt, Post Spacing, Reflector Detail

OBSTACLE

A B C D E

POST DRIVING FOR CONTINUOUS

UNDERGROUND OBSTRUCTION

ALTERNATE WOOD

BLOCKOUT DETAIL

IT IS ACCEPTABLE TO USE BLOCKOUTS UP TO 16" DEEP TO

INCREASE THE POST OFFSET TO AVOID UNDERGROUND

OBSTACLES. THERE IS NO LIMIT TO THE NUMBER OF POSTS

THAT CAN HAVE ADDITIONAL BLOCKOUTS UP TO 16" DEEP.

1 ¼"

10"

14"

18"

21"

25"

1 ⅛"

1 ¾"

T (MIN.)

POST BOLT, SPLICE BOLT

AND RECESS NUT

DETAIL FOR 16" BLOCKOUT DEPTH

DETAIL FOR 36" BLOCKOUT DEPTH

PLAN VIEW

BEAM LAPPING DETAIL

ALTERNATE BOLT HEAD

SIDE VIEW

PLAN VIEW

POST BOLT TABLE

NOTES: UNDER SPECIAL CIRCUMSTANCES, SUCH AS AVOIDING OBSTACLES THAT ARE NOT

RELOCATED, IT IS ACCEPTABLE TO INSTALL ADDITIONAL BLOCKOUTS TO OBTAIN

UP TO 36" DEPTH FOR ONE OR TWO POSTS IN A SECTION OF GUARDRAIL.

DO NOT USE 16" OR 36" BLOCKOUTS IF IT CAUSES THE POST TO BE DRIVEN BEYOND

SHOULDER HINGE POINT OR CAUSES A FIXED OBJECT TO BE WITHIN THE DEFLECTION

DISTANCE OF THE BARRIER.

NOTE:

1. ALL FILLETS SHALL HAVE A MINIMUM RADIUS OF

2. IF THE BOLT EXTENDS MORE THAN

" FROM THE NUT

THE BOLT SHOULD BE TRIMMED BACK.

" 1

16"

2 WOOD OR

PLASTIC

BLOCKOUTS

6" X 8"

POST

" HOLE

" POST BOLT

6" X 8"

POST

" HOLE

" POST BOLT

SEE OTHER DETAIL

3 WOOD OR

PLASTIC

BLOCKOUTS

36"

1 -16D GALVANIZED

NAILS

1 -16D GALVANIZED

NAILS

1" X

" DEEP

RECESS BOTH SIDES

" - 11 MODIFIED

HEAVY HEX NUT

1'-7"

45°

" - 11

THREAD

PITCH

DIRECTION OF TRAFFIC

UTILITY CONFLICT WITH

POST C POSITION

POST C CANNOT

BE INSTALLED

POST

SPACING

PER DETAIL

POST

SPACING

PER DETAIL

POST SPACING

PER DETAIL

POST SPACING

PER DETAIL

NORMAL POST

SPACING

NORMAL POST

SPACING

16D DOUBLE

HEAD NAILS

SEE OTHER

DETAILS

ALTERNATE

BLOCKOUT 1

ALTERNATE

BLOCKOUT 2

1' - 0"

ALTERNATE

BLOCKOUT 1

ALTERNATE

BLOCKOUT 2

WHEN USING STEEL POST AD WOOD BLOCKOUTS, INSTALL FOUR 16D

GALVANIZED NAILS. INSTALL NAILS AT THE BACK CORNERS OF THE

BLOCK AND BEND THE NAILS OVER THE FLANGE OF THE STEEL POST.

S D

D S

D D

B c

STATE OF WISCONSIN

DEPARTMENT OF TRANSPORTATION

MIDWEST GUARDRAIL SYSTEM

SDD 14b42-c MGS - Block-out Depth, Bolt Detail, Beam Lapping, Alternative Wood Block-out and Adjusting post spacing for Obstructions

G E

P O

CLEAR ZONE LIMITS, EITHER AS SHOWN ELSEWHERE IN THE PLANS OR, IF NOT SHOWN ELSEWHERE IN THE PLANS, 15 FEET BEYOND THE HINGE POINT LINE

EDGE OF SHOULDER

POST NO. 9

POST NO. 8 POST NO. 7 POST NO. 6 POST NO. 5 POST NO. 4 POST NO. 3

POST NO. 1

A A

B B

C C

SECTION C - C

TYPICAL AT POST NOS. 3 - 9

SECTION B - B

TYPICAL AT POST NO. 2

SECTION A - A

TYPICAL AT POST NO. 1

DETAIL "A"

DETAIL "B"

ELEVATION

PLAN

GENERAL NOTES

POST NO. 2

POST NO. 1

3 3 3 3 3 3 3

POST BOLT

(TYP.)

TRANSITION TO

4:1 TAPER LINE

1' - 4"

" HOLES

HINGE POINT

2' - 0" TO 3' - 0" VAR.

SLOPE 10:1

OR FLATTER

31"

10 11OR

POST BOLT

(TYP.)

SHOULDER

HINGE POINT

31"

SLOPE 10:1

OR FLATTER

W5 - 59

SEE NOTES FOR

SPLICE LOCATION

POST BOLT (TYP.)

NORMAL SLOPE

SLOPE 4:1

OR FLATTER

SHOULDER

HINGE

POINT

SLOPE 10:1

OR FLATTER

4' - 0"

1' - 6"

MIN.

BELOW

GRADE

1' - 0"

5' - 0" MIN.

TO HINGE POINT

EAT MARKER POST

PLACED BEHIND

POST NO. 1

2' - 0" OFFSET TO

FACE OF RAIL

EDGE OF SHOULDER

BOTTOM OF STRUT IS PLACED

FLUSH WITH AND PARALLEL TO

THE FINISHED SURFACE

FINISHED GROUND

ELEVATION

SEE DETAIL "A"

SEE DETAIL "B"

4" POSTS 1- 4

(OPTIONAL)

6' - 3"6' - 3"6' - 3"6' - 3"6' - 3"6' - 3"6' - 3"6' - 3"

3' - 1

31"

SYSTEM LENGTH 53' 1

MGS BEAM

GUARD (MGS)

(SEE OTHER

DETAILS)

DIRECTION OF TRAVEL

SLOPE 10:1

OR FLATTER

TO HINGE POINT

2' - 0" OFFSET

TO FACE OF RAIL

25:1 FLARE

SLOPE

10:1 MAX.

5' - 0" MIN.

TO HINGE

POINT

SLOPESLOPE

15:1 TAPER

GRADELINE

VARIABLE SLOPE

2' - 0"

(AT POST NO. 9)

PARALLEL WITH

TRAVELED WAY

4:1 TAPER

5' - 4" AT

POST NO. 5

THE SLOPE IN THE AREA BOUNDED BY THE GRADELINE, THE HINGE

POINT LINE (HPL) AND THE CLEAR ZONE LIMITS (CZL) SHALL BE 4:1

OR FLATTER.

AFTER FINAL ASSEMBLY, RECHECK CABLE TO BE SURE IT IS TAUT AND

HAS NOT RELAXED

DIFFERENT MANUFACTURERS REQUIRE DIFFERENT PERFORATED

W - BEAM RAIL END PANELS. SEE MANUFACTURER'S INFORMATION.

ATTACH ALUMINUM SHEET TO E.A.T. HEAD USING 4 STAINLESS STEEL

SELF - TAPPING SCREWS. ONE SCREW PER CORNER.

HARDWARE MAY VARY BETWEEN MANUFACTURER.

SEE MANUFACTURER'S DRAWING FOR INFORMATION.

DIMENSIONS MAY VARY, MANUFACTURER'S INFORMATION.

SEE SDD 14B42 FOR MORE INFORMATION.

DO NOT ATTACH BLOCKOUTS TO POST 1 AND 2.

DO NOT INSTALL REFLECTORS ON THE FIRST 50 FEET OF THE APPROACH

END OF THE ENERGY ABSORBING TERMINAL.

SEE MANUFACTURER'S DRAWING FOR SPLICE LOCATION, HARDWARE

DIMENSIONS AND INSTALLATION INSTRUCTIONS.

THE CENTER OF THE UPPER 3

" DIAMETER HOLE ON POST NUMBER 3

THROUGH POST 9 IS TO BE FLUSH WITH THE GROUND LINE UP TO A

MAXIMUM OF 2" ABOVE GROUND LINE. WOOD BLOCKS ON POSTS

NUMBERED 3 THROUGH 9 MAY BE ADJUSTED UP TO 3" ABOVE THE TOP

OF POST.

S D

D S

D D

B a

STATE OF WISCONSIN

DEPARTMENT OF TRANSPORTATION

MIDWEST GUARDRAIL SYSTEM

ENERGY ABSORBING TERMINAL

(MGS)

SDD 14b44-a Midwest Guardrail System (MGS) Energy Absorbing Terminal (EAT) - Layout

FRONT VIEW

SECTION A - A

DESCRIPTION

BILL OF MATERIALS

A A

GENERIC ANCHOR CABLE BOX

BEARING PLATE

CABLE ASSEMBLY

CABLE RELEASE

PLATE

PART

NO.

MATERIALS PROVIDED BY MGS EAT MANUFACTURER.

SEE MANUGACTURER'S DETAILS FOR MORE INFORMATION.

UPPER POST NO. 1 6" X 6" TUBE

LOWER POST NO. 1

WOOD CRT

WOOD BLOCKOUT

PIPE SLEEVE

BEARING PLATE

BCT CABLE ASSEMBLY

ANCHOR CABLE BOX

GROUND STRUT

PERFORATED W-BEAM RAIL END PANEL, 12'-6" LONG.

STANDARD W-BEAM RAIL. MULTIPLE SECTIONS REQUIRED.

SECTIONS VARY IN LENGTH.

IMPACT HEAD

SOIL PLATE

UPPER POST NO. 2

LOWER POST NO. 2

EAT MARKER POST - YELLOW

(SEE APPROVED PRODUCTS LIST)

GENERIC GROUND STRUT

" Ø HOLE

S D

D S

D D

B b

STATE OF WISCONSIN

DEPARTMENT OF TRANSPORTATION

MIDWEST GUARDRAIL SYSTEM

ENERGY ABSORBING TERMINAL

(MGS)

SDD 14b44-b MGS EAT - Ground Strut, Anchor Cable Box, Bearing Plate

POSTS NUMBER 3-9

W5 - 59

REQ'D. AT ALL POSTS EXCEPT POST NO'S 1 & 2

SIDE VIEW

FRONT VIEW

UPPER POST NO. 1

LOWER POST NO. 1

REFLECTIVE SHEETING DETAIL

18"

UPPER POST NO. 2

E15

ALTERNATE WOOD

BLOCKOUT DETAIL

E16

TOP VIEW

LOWER POST NO. 2

WOOD BLOCKOUT

1' - 2

12"

" DIA. HOLE

SIDE VIEW

E.A.T. MARKER POST

WOOD CRT POST

1' - 0"

ALTERNATE

BLOCKOUT 2

ALTERNATE

BLOCKOUT 1

ALTERNATE

BLOCKOUT 1

ALTERNATE

BLOCKOUT 2

16D DOUBLE

HEAD NAILS

SEE OTHER

DETAILS

5' - 6"

E.A.T. MARKER

POST (YELLOW)

TYPE H

YELLOW REFLECTIVE

SHEETING 3" X 9".

SEE STANDARD

SPECIFICATION 637.

2' - 8"

1' - 4"

6' - 0"

" DIA. HOLES

45°

S D

D S

D D

B c

STATE OF WISCONSIN

DEPARTMENT OF TRANSPORTATION

APPROVED

DATE ROADWAY STANDARDS DEVELOPMENT

UNIT SUPERVISOR

/S/

FHWA

MIDWEST GUARDRAIL SYSTEM

ENERGY ABSORBING TERMINAL

(MGS)

7/2018 Rodney Taylor

SDD 14b44-c MGS EAT - Post Details, Block Detail, Marker Post Detail, Reflective Sheeting Detail

PLAN VIEW

ELEVATION VIEW

1234567891011

12-GAUGE

THRIE BEAM SECTIONS

TWO NESTED

12'-6"

SEE OTHER DETAILS

6'-3"12'-6"

6'-3"

THRIE BEAM CONNECTION

W-BEAM CONNECTION WHEN REQUIRED

TWO WAY TRAFFIC ONE WAY TRAFFIC

T T

DEPARTMENT OF TRANSPORTATION

STATE OF WISCONSIN

GENERAL NOTES

BRIDGE RAILING TYPE "W" DOES NOT REQUIRE A TERMINAL CONNECTOR.

TYPICAL LOCATIONS OF THRIE BEAM AND W-BEAM CONNECTIONS TO BRIDGE

39'-4ƒ"

HINGE POINT LINE

2'-0"

HINGE POINT LINE

2'-0"

2 SPACES @ 3'-1•"4 SPACES @ 3'-1•"

DETAILS

SEE OTHER

1'-10ƒ"

DETAILS

SEE OTHER

1'-10ƒ"

SEE OTHER DETAILS

TRANSITION USES STEEL POSTS ONLY.

THRIE BEAM TRANSITION (MGS)

MIDWEST GUARDRAIL SYSTEM

MIDWEST GUARDRAIL SYSTEM THRIE BEAM TRANSITION

12-GAUGE

SECTION

THRIE BEAM

6'-3"

THRIE BEAM TRANSITION

W-BEAM TO

10-GAUGE

ASYMMETRICAL

6'-3"

SEE STANDARD DETAIL DRAWING 14 B 42 FOR MORE INFORMATION.

3'-1•"

THRIE BEAM TRANSITION (MGS)

39'-4ƒ"

THRIE BEAM TRANSITION (MGS)

MGS BEAM GUARD (MGS)

12-GAUGE

W-BEAM SECTION

12'-6"

12" DIAMETER AROUND POST. SEE 14B42 FOR MORE DETAILS.

IF ROCK IS ENCOUNTERED, REMOVE ROCK TO FULL DEPTH OF POST PLUS 2•", AND

12-GAUGE

W-BEAM SECTION

TWO NESTED

12'-6"

10 SPACES @ 1'-6ƒ"

15'-7•"

S D D

B a

S D D a

17 16 15 14 13

SEE OTHER DETAILS

17 16 15 121314

OPTIONAL CURB AND GUTTER OR DRAINAGE FEATURE SEE PLAN FOR INFORMATION.

POST 2 THROUGH 17 USES STEEL POST ONLY

13 STEEL OR WOOD POST IS ACCEPTABLE AT POST 1. SEE SDD14B42

SDD 14b45-a Midwest Guardrail System (MGS) Thrie Beam Transition - Layout

SECTION A-A

POSTS 1-5

SECTION B-B SECTION C-C

POSTS 7-11POST 6

SPLICE DETAIL

2'-7"

2'-0‡"

2'-8"

2.5:1 MAX. SLOPE

12"

2'-0" MIN.

2'-7" 2'-7" 2'-8" 2'-8"

2'-0" MIN. 2'-0" MIN.

12" 12"

NO BOLT

8" ƒ" X 2 •" (TYP.)

POST BOLT SLOT (OPTIONAL) POST BOLT SLOT

ž" X 1 „" (TYP.)

1" | HOLES (TYP.)

2'-6"

NEUTRAL AXIS

3"4 ‚"4 ‚"2" 8 •"

…" R

•" R

10°

3 ‚"

1 ˜ "

1 ˆ"

DEPARTMENT OF TRANSPORTATION

STATE OF WISCONSIN

BEAM RAIL ELEMENT

SECTION THRU THRIE

THRIE BEAM TRANSITION (MGS)

MIDWEST GUARDRAIL SYSTEM

3'-4" MIN.

3'-4" MIN. 3'-4" MIN.

TERMINAL CONNECTOR

THRIE BEAM

(TYPICAL)

POST BOLT

SHOULDER

FINISHED

(TYPICAL)

POST BOLT

SHOULDER

FINISHED

(TYPICAL)

POST BOLT

SHOULDER

FINISHED

SHOULDER

FINISHED

(TYPICAL)

SPLICE BOLTS

GUARDRAIL

(TYPICAL)

POST BOLT(TYPICAL)

POST BOLT

GENERAL NOTES

TOLERANCE FOR TOP OF W-BEAM RAIL IS + 1".

PLATE WASHER DETAIL

A36 STEEL

…" THICK

•"DIA.

LOCATIONS WITH REFLECTOR

SPLICE BOLT REQUIRED AT

S D D b

HEAD NAIL

16D GALVANIZED DOUBLE

BLOCK AND BEND THE NAILS OVER THE FLANGE OF THE STEEL POST.

GALVANIZED NAILS. INSTALL NAILS AT THE BACK CORNERS OF THE

WHEN USING STEEL POSTS AND WOOD BLOCKOUTS INSTALL FOUR 10D

HEAD NAIL

16D GALVANIZED DOUBLE

HEAD NAIL

16D GALVANIZED DOUBLE

(TYPICAL)

POST BOLTS

2.5:1 MAX. SLOPE

2'-7" 2'-8"

2'-0" MIN.

12"

SHOULDER

FINISHED

4'-4"

SECTION D-D

POSTS 12-17

HEAD NAIL

16D GALVANIZED DOUBLE

OPTIONAL CURB AND GUTTER OR DRAINAGE FEATURE SEE PLAN FOR INFORMATION.

2 2

STEEL OR WOOD POST IS ACCEPTABLE AT POST 1. SEE SDD 14B42

SDD 14b45-b MGS Thrie Beam Transition - Post Details, Thrie Beam Terminal Connector Details, Splice Detail, Cross Section

12'-6" THRIE BEAM SECTION

6'-3" THRIE BEAM SECTION

6'-3"

W-BEAM TO THRIE BEAM TRANSITION SECTION

1'-6ƒ"

1'-7Š"

7'-3•"

3'-1•"

1'-0Š"

1'-0•" 5'-2•"

3'-1•"

6‰" 5 "

4‚"

STEEL POSTS 1-5

SIDE VIEW SIDE VIEWFRONT VIEWFRONT VIEW

FRONT VIEW FRONT VIEW

1'-0" 1'-0"

6"6"

6" 6"

1'-2‚"

7„"

1ƒ" ƒ" DIA.

7„"

7†"

1ƒ"

1'-7"

4‚"

TYPICAL

ƒ" DIA.

6'-0"

7„"

‚" DIA.

5‡"

1" 1"

‚" DIA.

7„"

7†"

3•" ƒ" 5‡"

TYPICAL

ƒ" DIA.

TYPICAL

ƒ" DIA.

1" 1"

3•" ƒ"

DEPARTMENT OF TRANSPORTATION

STATE OF WISCONSIN

(TYP.)

2•" SLOT

…" DIA. X

(TYP.)

1‚" SLOT

•" DIA. X

(TYP.)

ƒ" DIA. X 2•" SLOT (TYP.)

12'-6"

(TYP.)

ƒ" DIA. X 2•" SLOT (TYP.)

1'-0"

TOP VIEW

TOP VIEW TOP VIEW

SIDE VIEW

THRIE BEAM TRANSITION (MGS)

MIDWEST GUARDRAIL SYSTEM

POSTS 1-5

BLOCKOUT

DETAILS

SEE OTHER

BLOCKOUT 2

ALTERNATE

BLOCKOUT 1

ALTERNATE

BLOCKOUT 2

ALTERNATE

BLOCKOUT 1

ALTERNATE

S D D c S

D D c

BLOCK AND BEND THE NAILS OVER THE FLANGE OF THE STEEL POST.

GALVANIZED NAILS. INSTALL NAILS AT THE BACK CORNERS OF THE

WHEN USING STEEL POSTS AND WOOD BLOCKOUTS INSTALL FOUR 16D

ALTERNATE WOOD BLOCKOUT DETAIL

HEAD NAILS

16D GALVANIZED DOUBLE

GENERAL NOTES

5 5

POSTS 6-17

BLOCKOUT

STEEL POSTS 6-17

STEEL POSTS ARE W6X9 OR W6X8.5.

BOLT HOLES FOR POST ARE ON FRONT AND OF SIDE OF POST.

SEE ALTERNATE WOOD BLOCK DETAIL.

WOOD BLOCKS MAY BE CONSTRUCTED OUT OF 2 WOOD BLOCKS.

POSTS 6-11 = 6'-0"

POSTS 12-17 = 7'-0"

13 STEEL OR WOOD POST IS ACCEPTABLE AT POST 1. SEE SDD 14B42.

SDD 14b45-c MGS Thrie Beam Transition - Thrie Beam Details, Post Details, Block Details

1" | HOLES (TYP.)

2" 2" 8"

1'-4"

…" PLATE THICKNESS

IN RAILING (6 REQ'D.)

1" DIA. DRILL HOLES

RAIL

BRIDGE

1'-11 •"

BACK-UP PLATE DETAIL

ONTO BRIDGE RAILING

BACK-UP PLATE MOUNTING

GENERAL NOTES

DEPARTMENT OF TRANSPORTATION

STATE OF WISCONSIN

APPROVED

DATE

FHWA

(3 REQ'D.)

WITH NUT AND WASHER

‡" DIA. X 2" HEX BOLT

1'-7"

FRONT VIEW

TUBULAR RAILING TYPE "F"

THRIE BEAM CONNECTION TO

2'-9•"

(TYPICAL)

POST BOLTS

THRIE BEAMS

TWO NESTED

BLOCKOUT

BRIDGE RAILING

TYPE "F"

END POST

THRIE BEAM TRANSITION (MGS)

MIDWEST GUARDRAIL SYSTEM

WITH NUT AND WASHERS

‡" DIA. X 6" H.S. HEX BOLT

PLATE

BACKUP

SECTION J-J

WASHERS (6 REQ'D.)

WITH HEX NUT AND

‡" DIA. X 6" H.S. BOLTS

CONNECTOR

TERMINAL

THRIE BEAM

WASHER (3 REQ'D.)

BOLT WITH NUT AND

‡" DIA. X 2" HEX

TOLERANCE FOR TOP OF BEAM IS + 1".

DAMAGED CONCRETE ARE INCIDENTAL TO THE CONTRACT.

DRILLING HOLES THROUGH THE PAPRPET, BOLTS, NUTS, WASHERS AND REPAIRING

S D D g S

D D g

DECK

BRIDGE

APPROACH

THRIE BEAM STRUCTURE

LIMIT OF STEEL

STEEL RAILING TYPE "W"

THRIE BEAM CONNECTION TO

FRONT VIEW

2'-1•"

(TYPICAL)

WITH WASHERS

SPLICE BOLTS

GUARDRAIL

NO. 17

POST

STEEL

1' -6•"

SECTION K-K

UNIT SUPERVISOR

ROADWAY STANDARDS DEVELOPMENT

/S/ Rodney Taylor07/2018

SDD 14b45-g MGS Thrie Beam Transition - Connection to W and F Bridge Parapet

AND

WORK AREA

( IF PRE-EXISTING SIGN, COVER

ARROW PER SIGN PLATE A4-12 )

W20-3

AHEAD

ROAD

CLOSED

ROAD

1000 FT

CLOSED

ROAD

500 FT

CLOSED

AHEAD

DETOUR

ACCESS TO

DETOURDETOUR

ROAD

LOCAL

MILES

CLOSED

AHEAD

TRAFFICONLY

____ BRIDGE OUT

MILES AHEAD____ OUT

BRIDGE

ROAD CLOSED

THRU TRAFFIC

ROAD CLOSED

THRU TRAFFIC

W20-3

AHEAD

ROAD

CLOSED

W20-2A

AHEAD

DETOUR

W20-2A

W20-3C W20-3D

ROAD

1000 FT

CLOSED

ROAD

500 FT

CLOSED

W20-3C W20-3D

ROAD

500 FT

CLOSED

W20-3D

W3-1

STOP

R1-1

ROAD

LOCAL

MILES

CLOSED

AHEAD

TRAFFICONLY

R11-3

R11-3C

SEE CLOSURE

BARRICADE

DETAIL D OR E

AT BRIDGE OR CULVERT REPLACEMENTS, USE

ADDITIONAL SET OF BARRICADES AND SIGN

R11-2B

CLOSED

ROAD

R11-2

R11-4

LEGEND

XX XX

M4 - 8

EAST M3 - X

M05 - 1 M06 - 1

M1 - 4 M1 - 6

COUNTY

X M1 - 5A

DETOUR

SIGN ON PERMANENT SUPPORT

TYPE III BARRICADE

TYPE III BARRICADE WITH

ATTACHED SIGN

TYPE "A" WARNING LIGHT (FLASHING)

WORK AREA

FLAGS, 16" X 16" MIN. (ORANGE)

DISTANCE TO BE

DETERMINED

BY ENGINEER

50'

500'

BUFFER

(500' OR AS APPROVED

FOR FIELD CONDITIONS)

500'

LAST PUBLIC ROAD

INTERSECTION

PRIOR TO CLOSURE

2 5

3 5 4

MAINLINE CLOSURE, NO POSTED DETOUR

DETAIL C

DETAIL A

MAINLINE CLOSURE WITH POSTED DETOUR

DETAIL B

MAINLINE CLOSURE WITH POSTED DETOUR

WORK ZONE LESS THAN

MILE FROM

DETOUR ROUTE ( 1000 FEET IF URBAN )

WORK ZONE GREATER LESS THAN

MILE FROM

DETOUR ROUTE ( 1000 FEET IF URBAN )

EAST

DETOUR

OUT

BRIDGE

ROAD CLOSED

THRU TRAFFIC

ROAD CLOSED

THRU TRAFFIC

SEE CLOSURE

BARRICADE

DETAIL D OR E

R11-2B

CLOSED

ROAD

R11-2

R11-4

50'

BUFFER

(500' OR AS APPROVED

FOR FIELD CONDITIONS)

3 5 4

AT BRIDGE OR CULVERT

REPLACEMENTS, USE

ADDITIONAL SET OF

BARRICADES AND SIGN

IF SPECIFIED IN

PLANS OR SPECIAL

PROVISIONS

ROAD CLOSED

THRU TRAFFIC

ROAD CLOSED

THRU TRAFFIC

R11-4

SEE

TABLE

50'

IF CLOSURE IS MORE THAN 500' FROM DETOUR

ROUTE, PLACE W20-3 SIGNS AS APPROPRIATE

FOR THE DISTANCE AT THE SITE

DETOUR

M4-9R

M4-59R

EAST

DETOUR

M4-9R

IF TOWN ROAD OR

LOCAL STREET

W3-1

STOP

R1-1

IF SPECIFIED IN

PLANS OR SPECIAL

PROVISIONS

SEE

TABLE

IF STOP SIGN IS

BEING INSTALLED

BY CONTRACT

IF STOP SIGN IS

BEING INSTALLED

BY CONTRACT

500' AT 25 - 40 MPH

1000' AT 45+ MPH

500'

IF TOWN ROAD OR

LOCAL STREET

DETOUR

EAST

DETOUR

M4-59R

IF TOWN ROAD OR

LOCAL STREET

DETOUR

EAST

DETOUR

M4-9R

IF TOWN ROAD OR

LOCAL STREET

500' AT 25 - 40 MPH

1000' AT 45+ MPH

300' 300' 500'

SEE DETAIL "C" FOR

SIGNS AND BARRICADES

AT AND APPROACHING

WORK ZONES

DETOUR

M4-9R R10-61 (MOD.)

IF SPECIFIED

IN PLANS OR

SPECIAL

PROVISIONS

ROAD

LOCAL

MILES

CLOSED

AHEAD

TRAFFICONLY

____BRIDGE OUT

MILES AHEAD____

R11-3

R11-3C

COMMUNITY NAME

D1-X

( IF PRE-EXISTING SIGN, COVER

ARROW PER SIGN PLATE A4-12 )

COMMUNITY NAME

D1-X

6 6

SEE SDD 15C2-SHEET "b"

FOR GENERAL NOTES

AND FOOTNOTES THROUGH

1 7

SPEED LIMIT

(MPH)

"STOP AHEAD"

ADVANCE WARNING

DISTANCE (FT)

40 350

55 750

DETOUR

ROUTE

DETOUR

ROUTE

S D

D S

D D

C a

STATE OF WISCONSIN

DEPARTMENT OF TRANSPORTATION

APPROVED

DATE

WORK ZONE ENGINEER

/S/

FHWA

BARRICADES AND SIGNS

FOR MAINLINE CLOSURES

November 2018 Andrew Heidtke

SDD 15c2-a Barricades and Signs for Mainline Closures dotwds Typewritten Text A dotwds Typewritten Text

THE EXACT NUMBER, LOCATION, AND SPACING OF ALL SIGNS AND BARRICADES SHALL BE ADJUSTED TO FIT

FIELD CONDITIONS AS APPROVED BY THE ENGINEER.

ANY SIGNS TEMPORARY OR EXISTING, WHICH CONFLICT WITH TRAFFIC CONTROL "IN USE", SHALL BE REMOVED

OR COVERED AS NEEDED AND AS APPROVED BY THE ENGINEER.

THE SPACING BETWEEN TRAFFIC CONTROL SIGNS SHOULD BE ADJUSTED TO NOT CONFLICT WITH AND SHOULD

PROVIDE A DESIRABLE MINIMUM OF 200 FEET CLEARANCE TO EXISTING SIGNS THAT WILL REMAIN IN PLACE.

BARRICADES THAT MUST BE MOVED FOR A WORK OPERATION SHALL BE IMMEDIATELY RE-ESTABLISHED UPON

COMPLETION OF THE OPERATION, OR FOR CONTINUING OPERATIONS, AT THE END OF EACH WORKING DAY.

SIGNS THAT WILL BE IN PLACE LESS THAN 7 CONTINUOUS DAYS AND NIGHTS MAY BE MOUNTED ON PORTABLBLE

SUPPORTS.

ALL TYPE III BARRICADES SHALL HAVE RAILS REFLECTORIZED ON BOTH FACES. STRIPES SHALL BE PROPERLY

SLOPED DOWN TOWARD THE TRAFFIC SIDE OR AS SHOWN IN THE ROAD CLOSURE BARRICADE DETAIL "D" FOR

FULL ROAD CLOSURES.

TYPE "A" LOW - INTENSITY FLASHING WARNING LIGHTS SHALL BE VISIBLE ON BOTH SIDES OF THE BARRICADE.

THE R11 - 2, R11 - 3, M4 - 9, R11 - 4, AND R10 - 61 SIGNS PLACED ON THE BARRICADES SHALL COVER NO MORE

THAN THE TOP RAIL. THE SIGNS SHALL NOT COVER ANY PORTION OF THE MIDDLE RAIL OR BOTTOM RAILS.

"WO" AND "MO" SIGNS ARE THE SAME AS "W" AND "M" SIGNS EXCEPT THE BACKGROUND IS ORANGE.

ALL SIGNS SHALL BE 48" X 48" UNLESS OTHERWISE NOTED BELOW:

R11 - 2 SHALL BE 48" X 30"

R11 - 3 SHALL, R11 - 4 AND R10 - 61 SHALL BE 60 " X 30"

M4 - 9 SHALL BE 30" X 24"

M3 - X SHALL BE 24" X 12" (36" X 18" IF NEEDED TO MATCH EXISTING SIGNS)

M4 - 8 SHALL BE 24" X 12" (36" X 15" IF NEEDED TO MATCH EXISTING SIGNS)

M1 - 4, M1 - 5A AND M1 - 6 SHALL BE 24" X 24" (36" X 36" IF NEEDED TO MATCH EXISTING SIGNS)

MO5 - 1 AND MO6 - 1 SHALL BE 21" X 21" (30" X 30" IF NEEDED TO MATCH EXISTING SIGNS)

D1 - X SHALL BE AS SHOWN ON SPECIFIC PROJECT SIGNING DETAIL SHEETS.

R1 - 1 SHALL BE 36" X 36"

TWO WARNING LIGHTS SHALL BE PROVIDED ON THE CENTER BARRICADE AND A MINIMUM OF ONE WARNING

LIGHT SHALL BE PROVIDED ON EACH OF THE OTHER BARRICADES WITHIN THE ROADWAY LIMITS. SPACING OF

THE WARNING LIGHTS SHALL BE UNIFORM TO THE EDGE OF ROADWAY AS SHOWN (APPROX. 8 FOOT LIGHT

SPACING.

THESE SIGNS AND BARRICADES ARE NOT REQUIRED IF ROAD CLOSURE BEGINS AT AN INTERSECTION.

FOR ROAD CLOSURE WITHOUT LOCAL ACCESS TO PROJECT, SEE ROAD CLOSURE BARRICADE DETAIL "D".

FOR ROAD CLOSURE WITH LOCAL ACCESS TO PROJECT, SEE ROAD CLOSURE BARRICADE DETAIL "E".

FOR BRIDGE OR CULVERT REPLACEMENTS, SUBSTITUTE "BRIDGE OUT" INSTEAD OF "ROAD CLOSED" ON

R11 - 2 AND R11 - 3 SIGNS.

INSTALL DETOUR AND COMMUNITY GUIDE SIGNS AND ARROWS ONLY IF SPECIFIED IN THE CONTRACT. IF THERE

ARE EXISTING ROUTE MARKER ASSEMBLIES THAT WILL REMAIN IN PLACE, ADJUST THE LOCATION OF THE DETOUR

ROUTE SIGNS TO CORRESPOND WITH THE EXISTING ASSEMBLIES. MODIFY EXISTING SIGNS WHERE POSSIBLE. SEE

SPECIFIC PROJECT DETOUR SIGNING DETAIL SHEETS. IF DETOUR SIGNS ARE BEING INSTALLED BY OTHERS, PLACE

THE CONTRACTED TRAFFIC CONTROL SIGNS TO ALLOW FOR PLACEMENT OF ALL WARNING, DETOUR AND GUIDE

SIGNS AS SHOWN.

"EAST" CARDINAL DIRECTION MARKERS AND RIGHT TURN ARROWS ARE SHOWN. USE OTHER CARDIANAL

DIRECTIONS AND ARROWS AS APPROPRIATE.

CLOSED

ROAD

ROAD CLOSED

THRU TRAFFIC

DETAIL D

ROAD CLOSURE BARRICADE DETAIL

APPROACH VIEW

DETAIL E

LANE CLOSURE BARRICADE DETAIL

APPROACH VIEW

OUTSIDE EDGE OF

SHOULDER OR

FACE OF CURB

OUTSIDE EDGE OF

SHOULDER OR

FACE OF CURB

TWO- WAY

TYPE "A" WARNING

LIGHTS REQUIRED

TWO- WAY

TYPE "A" WARNING

LIGHTS REQUIRED

12" MAX.

OFFSET BARRICADES 50'

AS SHOWN ON DETAIL "B"

R11-4

ROAD CLOSED

THRU TRAFFIC

ROAD CLOSED

THRU TRAFFIC

R11-2

CLOSED

ROAD

R11-2B

OUT

BRIDGE

R11-2R

CLOSED

RAMP

OR OR

SEE SDD 15C2 - SHEET "a" FOR LEGEND

S D

D S

D D

C b

STATE OF WISCONSIN

DEPARTMENT OF TRANSPORTATION

APPROVED

DATE

WORK ZONE ENGINEER

/S/

FHWA

BARRICADES AND SIGNS

FOR

VARIOUS CLOSURES

November 2018 Andrew Heidtke

SDD 15c2-b Barricades and Signs for Various Mainline Closures

SIGN ON PERMANENT SUPPORT

THE EXACT NUMBER, LOCATION AND SPACING OF ALL SIGNS SHALL BE

ADJUSTED TO FIT FIELD CONDITIONS AS APPROVED BY THE ENGINEER.

THE SPACING BETWEEN SIGNS SHOULD BE ADJUSTED TO NOT CONFLICT WITH

AND TO PROVIDE A DESIRABLE MINIMUM OF 200 FEET CLEARANCE TO EXISTING

SIGNS THAT WILL REMAIN IN PLACE.

ANY SIGNS TEMPORARY OR EXISTING, WHICH CONFLICT WITH TRAFFIC CONTROL

" IN USE" SHALL BE REMOVED OR COVERED AS NEEDED AND AS APPROVED BY

THE ENGINEER.

ALL SIGNS ARE 48" X 48" UNLESS OTHERWISE NOTED.

"WO" SIGNS ARE THE SAME AS "W" SIGNS EXCEPT THE BACKGROUND IS ORANGE.

WIDTH ON SIGN TO BE APPROXIMATELY ONE FOOT LESS THAN AVAILABLE WIDTH.

PLACE 500 FEET BEFORE THE W20 - 1A AND 500 FEET BEFORE ADDITIONAL SIGNS

FOR ROADWAYS WITH A PRE - CONSTRUCTION SPEED LIMIT OF 45 MPH OR MORE.

FOR 35-40 MPH, USE 350 FOOT TYPICAL SPACING. FOR 25-30 MPH, USE 200 FOOT

TYPICAL SPACING.

SIGN SHALL BE VISIBLE FROM ROADWAY.

ADDITIONAL SIGNS NEEDED IF THERE IS AN ON RAMP BETWEEN SIGNS.

LEGEND

GENERAL NOTES

W12-52

WIDTH

MAX.

W57-52

AHEAD

MILESXX

36"X24"

W12-52

WIDTH

MAX.

XX'

W57-52

AHEAD

MILESXX

36"X24"

W12-52

WIDTH

MAX.

XX'

W12-52

WIDTH

MAX.

XX'

INTERSTATE

M1-1 00

EAST24"X12"

M3-2

W12-52

WIDTH

MAX.

XXINTERSTATE

M1-1 00

EAST24"X12"

M3-2

W12-52

WIDTH

MAX.

W57-52

AHEAD

MILESXX

36"X24"

W12-52

WIDTH

MAX.

WIDTH RESTRICTION

AVAILABLE WIDTH < 16'

WIDTH RESTRICTION

AVAILABLE WITDH < 16'

R12-70B

WIDE LOADS

EXCEEDING

FT00

114"X42"

200'

5280' 200'

WIDTH RESTRICTION SIGNING

N E

A R

E S

S T

I G

H W

A Y

N E

A R

E S

S T

I G

H W

A Y

W12-52

WIDTH

MAX.

W12-52

WIDTH

MAX.

WIDTH ON SIGN TO BE

APPROX. 1 - FOOT LESS

THAN AVAILABLE WIDTH

M1-6XX

WEST M3-4

W12-52

WIDTH

MAX.

M1-6XX

WEST 24"X12"

M3-4

W12-52

WIDTH

MAX.

M1-6XX

W12-52

WIDTH

MAX.

EAST 24"X12"

M3-2

M1-6XX

W12-52

WIDTH

MAX.

EAST 24"X12"

M3-2

WIDTH RESTRICTION SIGNING

2 LANE HIGHWAY

S D

D S

D D

C f

STATE OF WISCONSIN

DEPARTMENT OF TRANSPORTATION

APPROVED

DATE

WORK ZONE ENGINEER

/S/

FHWA

ADVANCED WIDTH

RESTRICTION SIGNING

November 2018 Andrew Heidtke

SDD 15c2-f Traffic Control, Advanced Width Restriction Signing dotwds Rectangle dotwds Rectangle dotwds Rectangle dotwds Typewritten Text wo dotwds Typewritten Text wo dotwds Typewritten Text wo

DEPARTMENT OF TRANSPORTATION

STATE OF WISCONSIN

APPROVED

DATE

FHWA

S D D

6 S

D D

FLAGGING OPERATION

LANE CLOSURE WITH

TRAFFIC CONTROL FOR

OR AS APPROVED BY THE ENGINEER.

PROVIDED AS SPECIFIED IN THE PLANS AND/OR THE SPECIAL PROVISIONS

WORK IS BEING PERFORMED, ADDITIONAL TRAFFIC CONTROLS SHALL BE

WHEN A SIDE ROAD OR RAMP INTERSECTS THE FACILITY ON WHICH THE

FLAGGERS SHALL BE IN SIGHT OF EACH OTHER OR IN DIRECT

COMMUNICATION AT ALL TIMES. THEY SHALL BE EQUIPPED WITH

ALL SIGNS ARE 48" X 48" UNLESS OTHERWISE NOTED.

VARIABLE DISTANCE

TRAFFIC CONTROL DEVICES.

SPECIFICATIONS, THE SPECIAL PROVISIONS, AND THE MANUAL ON UNIFORM

DRAWING SHALL CONFORM TO THE PERTINENT REQUIREMENTS OF THE STANDARD

DETAILS OF TRAFFIC CONTROL DEVICES AND INSTALLATION NOT SHOWN ON THIS

END

48" X 24"

VARIABLE DISTANCE

PREPARED

TO STOP

OF THE ANTICIPATED TRAFFIC BACKUP OR QUEUE.

THE FIRST ADVANCE WARNING SIGN SHOULD TYPICALLY BE LOCATED IN ADVANCE

ROAD WORK

CONDITIONS AS APPROVED BY THE ENGINEER.

(AND THE LOCATION OF ALL FLAGGERS) SHALL BE ADJUSTED TO FIT FIELD

THE EXACT NUMBER, LOCATION AND SPACING OF ALL SIGNS AND DEVICES

GENERAL NOTES

WORK AREA

LEGEND

DIRECTION OF TRAFFIC

WORK AREA

PERMANENT SUPPORT

SIGN ON PORTABLE OR

PADDLE FASTENED ON SUPPORT STAFF

FLAGGER, EQUIPPED WITH STOP/SLOW

200’ TO 300’ (TYPICAL)

G20-2A

W21-65

INSTALL TEMPORARY RUMBLE STRIPS PER MANUFACTURER’S RECOMMENDATIONS.

A R

R A

A R

R A

A R

R A

A R

R A

ROAD

AHEAD

ONE LANE

ROAD

AHEAD

END

WORK

ROAD WORK

W20-1AW20-4A

A A

W20-7A

W20-1A W20-4A W20-7A

AAA

W20-4A SIGNS, USING SPACING A.

BE LOCATED BETWEEN THE W20-7A AND

OPTIONAL. WHEN USED, THIS SIGN SHALL

USE OF THE "BE PREPARED TO STOP" SIGN IS

STOP/SLOW PADDLES FASTENED ON SUPPORT STAFFS. WHEN THE

SIGNING.

RUMBLE STRIPS PRIOR TO COVERING OR REMOVING ALL ADVANCE

FLAGGING OPERATION IS NOT IN EFFECT, REMOVE TEMPORARY

PLACE ADVANCE SIGNING PRIOR TO INSTALLING TEMPORARY RUMBLE STRIPS.

SPEED LIMIT

25-35 MPH

35-40 MPH

45-55 MPH

200’

350’

500’

ROAD WORK ZONE AREA.

SIGN NOT REQUIRED IF FLAGGING OPERATION OCCURS WITHIN A SIGNED

WO3-4

"WO" SIGNS ARE THE SAME AS "W" SIGNS EXCEPT THE BACKGROUND IS ORANGE.

ONE LANE

ROAD

AHEAD

ROAD

WORK

AHEAD

SPACING A

STRIP ARRAY SPACING TABLE

SIGN AND TEMPORARY RUMBLE

TRAFFIC CONTROL FOR LANE CLOSURE WITH FLAGGING OPERATION

IS ANTICIPATED TO BE STATIONARY IN EXCESS OF TWO HOURS.

UTILIZE TEMPORARY RUMBLE STRIPS WHEN FLAGGING OPERATION

ACROSS THE LANE AT LOCATIONS SHOWN.

SPACED ACCORDING TO MANUFACTURER’S RECOMMENDATION, PLACED TRANSVERSE

EACH TEMPORARY RUMBLE STRIP ARRAY CONSISTS OF THREE RUMBLE STRIPS

WORK OPERATION OR AS APPROVED BY THE ENGINEER.

PRACTICAL) AT APPROXIMATELY 3,500 FOOT INTERVALS IN THE MOVING

STRIPS (IF USED) SHALL BE REESTABLISHED (AS SIMULTANEOUSLY AS

FOR A MOVING WORK OPERATION, SIGNING AND TEMPORARY RUMBLE

WORK ZONE ENGINEER

/S/ Andrew Heidtke

ON SUPPORT STAFF

STOP/SLOW PADDLE

5’ MIN.

June 2017

SDD 15c12 Traffic Control for Lane Closure with Flagging Operation

WORK AREA

THE EXACT NUMBER, LOCATION AND SPACING OF ALL SIGNS AND DEVICES

AHEAD

WORK

ROAD

W 1A

AHEAD

WORK

ROAD

W 1A

WORK

W 1-

SHOULDER

ROAD

NARROWS

"WO" SIGNS ARE THE SAME AS "W" SIGNS EXCEPT THE BACKGROUND IS ORANGE.

MAY BE MOUNTED ON PORTABLE SUPPORTS.

ANY SIGNS TEMPORARY OR EXISTING, WHICH CONFLICT WITH TRAFFIC CONTROL

THE ENGINEER.

"IN USE" SHALL BE REMOVED OR COVERED AS NEEDED AND AS APPROVED BY

FROM THE TRAVEL LANE WHEN WORK IS NOT IN PROGRESS.

SHALL BE ADJUSTED TO FIT FIELD CONDITIONS AS APPROVED BY THE

ENGINEER.

CHANNELIZING DEVICES PLACED ADJACENT TO THE WORK AREA SHALL BE PULLED BACK

BUFFER

SPACE

5 DRUMS

MIN. IN

TAPER

SHOULDER OR PARKING LANE TAPER LENGTH

(SEE TABLE A)

(FEET)10864

SHOULDER TAPER LENGTH

(FEET)

S W

W = SHOULDER WIDTH (FEET)

S = NON-CONSTRUCTION SPEED LIMIT (MPH)

GENERAL NOTES

TABLE A

= AT 40 MPH OR LESS

IF TRAFFIC CONTROL DEVICES

ENCROACH ONTO TRAVELED WAY, USE

ALL SIGNS ARE 48" X 48" UNLESS OTHERWISE NOTED. IF NECESSARY DUE TO SPACE

CONSTRAINTS IN URBAN AREAS, 36" X 36" SIGNS MAY BE USED IF APPROVED

BY DISTRICT TRAFFIC UNIT.

OMITTED IF DURATION OF WORK IS LESS THAN 7 CONTINUOUS DAYS AND NIGHTS.

END

48"x24"

ROAD WORK

END

48"x24"

ROAD WORK

DEPARTMENT OF TRANSPORTATION

STATE OF WISCONSIN

APPROVED

DATE

FHWA

UNDIVIDED ROADWAY

PARKING LANE,

WORK ON SHOULDER OR

TRAFFIC CONTROL,S

D D

S D D

G20-2A

SIGNS THAT WILL BE IN PLACE LESS THAN 7 CONTINUOUS DAYS AND NIGHTS

WORK ZONE WHERE THESE SIGNS ARE ALREADY PRESENT. G20-2A SIGNS MAY ALSO BE

TRAFFIC CONTROL DRUM

SIGN ON PERMANENT SUPPORT

WORK AREA

LEGEND

BUFFER SPACE (SEE TABLE A)

400’ AT 25-30 MPH

700’ AT 35-40 MPH

1000’ AT 45-55 MPH

400’ AT 25-30 MPH

700’ AT 35-40 MPH

1500’ AT 45-55 MPH

25’ MAX. @ 35 MPH OR LESS

50’ MAX. @ 40 MPH OR MORE

200’ AT 25-30 MPH

350’ AT 35-40 MPH

500’ AT 45-55 MPH

50’ MAX. @ 35 MPH OR LESS

100’ MAX. @ 40 MPH OR MORE

W20-1A AND G20-2A SIGNS ARE NOT REQUIRED IF THE WORK AREA IS WITHIN A LARGER = AT 45 MPH OR GREATERWS

SHOULDER TAPER LENGTH = L1/3

TAPER LENGTH

SAFETY ENGINEER

STATEWIDE WORK ZONE TRAFFIC

July 14, 2015 /S/ Peter Amakobe Atepe

SDD 15d28 Traffic Control, Work on Shoulder or Parking Lane, Undivided Roadway

TEMPORARY MARKING LINE WHITE, 4-INCH,

(STOPLINE TO STOPLINE). REMOVE EXISTING

EDGELINE AND OFFSET THE TEMPORARY EDGELINE

IF THE DISTANCE FROM THE EDGELINE TO CONCRETE

BARRIER WALL IS LESS THAN 9'

M A

T C

I N

WIDTH ON SIGN TO BE

APPROX. 1-FOOT LESS

THAN AVAILABLE WIDTH.

(OMIT IF AVAILABLE WIDTH

IS MORE THAN 16 FEET)

(300' IF SPEED

LIMIT IS 35 MPH

OR LESS)

USE THE DETAIL ABOVE WHEN TEMPORARY

PRECAST CONCRETE BARRIER IS NOT SPECIFIED.

IF DRUMS ARE USED INSTEAD OF CONCRETE BARRIER WALL,

SEE DETAIL ABOVE

X X X X X X X X X X X

REMOVING PAVEMENT MARKING

DIRECTION OF TRAFFIC

SIGN ON PERMANENT SUPPORT

TRAFFIC CONTROL DRUM

FLAGS, 16" X 16" MIN. (ORANGE)

ASPHALTIC PAVEMENT WIDENING

X X X

TRAFFIC CONTROL DRUM WITH TYPE "C" STEADY BURN LIGHT

THE EXACT NUMBER, LOCATION, AND SPACING OF ALL SIGNS AND DEVICES SHALL BE ADJUSTED

TO FIT FIELD CONDITIONS AS APPROVED BY THE ENGINEER.

THE SPACING BETWEEN TRAFFIC CONTROL SIGNS SHOULD BE ADJUSTED TO NOT CONFLICT WITH AND TO

PROVIDE A MINIMUM OF 200 FEET (500 FEET DESIRABLE) CLEARANCE TO EXISTING SIGNS THAT WILL

REMAIN IN PLACE..

THIS LANE CLOSURE IS TYPICAL FOR CLOSING RIGHT LANE - REVERSE FOR CLOSING LEFT LANE.

ALL SIGNS ARE 48" x 48" UNLESS OTHERWISE NOTED.

"WO" IS THE SAME AS "W" EXCEPT THE BACKGROUND IS ORANGE.

ANY SIGNS TEMPORARY OR EXISTING, WHICH CONFLICT WITH TRAFFIC CONTROL "IN USE" SHALL

BE REMOVED OR COVERED AS NEEDED OR AS APPROVED BY THE ENGINEER.

PLACE TEMPORARY PAVEMENT MARKING EDGELINE AND CENTERLINE AND REMOVE EXISTING PAVEMENT

MARKINGS IF LANE CLOSURE IS TO BE IN PLACE 4 OR MORE CONTINUOUS DAYS AND NIGHTS OR AS NOTED

ON DETAIL.

500 FOOT SPACING SHOWN IS FOR ROADWAYS WITH A PRE-CONSTRUCTION REGULATORY SPEED LIMIT OF

45 MPH OR MORE. FOR 35 - 40 MPH, USE 350 FOOT TYPICAL SPACING. FOR 25 - 30 MPH, USE 200 FOOT

TYPICAL SPACING.

DIMENSION DETERMINED BY CBTP TAPER FROM EDGE LINE TO TANGENT SECTION OF THE ROAD.

TEMPORARY MARKING STOP LINE REMOVABLE TAPE 18 - INCH.

700 FOOT TEMPORARY MARKING LINE, DOUBLE YELLOW 4 - INCH . WHEN THE DISTANCE FOR THE

PRECEDING NO - PASSING ZONE IS LESS THAN THE MINIMUM DISTANCE BETWEEN ZONES AS INDICATED

IN THE SPECIFICATIONS, THE TWO ZONES SHALL BE CONNECTED.

SEE SDD 15C02 - SHEET "F" FOR ADVANCED WIDTH RESTRICTION SIGNING.

LEGEND

TYPE III BARRICADE WITH ATTACHED SIGN

CONCRETE BARRIER TEMPORARY PRECAST

GENERAL NOTES

X X X X X X X X X X X

M A

T C

I N

M A

T C

I N

M A

T C

I N

X X X X X X X X X X XX X X X X X X X X X X

WORK

ROAD

AHEAD

20-1A

WORK

ROAD

AHEAD

20-1A

W12-52

WIDTH

MAX.

W12-52

WIDTH

MAX.

XXAHEAD

ONE LANE

ROAD

20-4AAHEAD

ONE LANE

ROAD

W 20-4A

W O3-1

STOP

R1-1

36"X36" W O3-1

ZONE

PASSING

W14-3 48"X36"

ZONE

PASSING

W14-3 48"X36"

END

ROAD WORK

G20-2A 48"X24"

END

ROAD WORK

G20-2A 48"X24"

STOP

R1-1

36"X36"

TYPE III BARRICADE

WO1-6

48" X 24"

TYPE III BARRICADE

WO1-6

48" X 24"

W1-4R

WO5-52R

12"X36"

WO5-52L

12"X36"

WO5-52R

12"X36"

WO5-52L

12"X36"

500' 500' 500' 500' 50'

50'

150' MAX.

(300' IF SPEED

LIMIT IS 35 MPH

OR LESS)

500' 500' 500' 500'

WIDTH ON SIGN TO BE APPROX. 1-FOOT

LESS THAN AVAILABLE WIDTH. (OMIT IF

AVAILABLE WIDTH IS MORE THAN 16 FEET)

1 1 1 1 1 122

SEE SDD 14B07

FOR BARRIER

END TREATMENT

(TYP.)

ASPHALTIC PAVEMENT

SHOULDER WIDENING

200' TYPICAL OR AS

INDICATED IN PLANS

TEMPORARY

MARKING LINE

WHITE 4 - INCH

1' MAX.

TEMPORARY MARKING

LINE WHITE 4 - INCH

50'

TYP.

10' TYP.

50' 50' 50'50'150' MAX.

S D

D S

D D

STATE OF WISCONSIN

DEPARTMENT OF TRANSPORTATION

APPROVED

DATE

WORK ZONE ENGINEER

/S/

FHWA

TRAFFIC CONTROL,

ONE LANE ROAD

STOP CONDITION

November 2018 Andrew Heidtke

SDD 15d32 Traffic Control, One Lane Road Stop Condition

Sheets and Views

G0.1 BRIDGE 007

G0.2 LOCATION & NOTES

C0.1 CONSTRUCTION DETAILS

C0.2 TRAFFIC CONTROL

C1.1 PLAN

S5.1 BR 007 (01)

S5.2 BR 007 (02)

S5.3 BR 007 (03)

File details come from the government source that posted it. Updated Feb 14, 2020.