TABLE CWGS-1...1. 4 2 buffer details. See Standard Drawing E 601-CWGS-04 and 05 for terminal end See Standard Drawing E 601-CWGS-06 for CRT post details. type WBG details. See Standard

shoulder widthRequired

2’-0" min. clear

35’-0" R to back face of rail

PC

9

PT

25’-0"A

(See Table CWGS-1)

Guardrail transitionW-beam guardrail

W-b

ea

m g

uardrail

25’-0" minimum

2’-0"

min.

approach width

Public road

Bridge railing

Type WGB

Type TGB-

width

Req’d. shoulder

AT BRIDGE END

PUBLIC ROAD APPROACH INSTALLATION

GUARDRAIL TRANSITIONA

TABLE CWGS-1

< 25’

> 25’

connector system

Curved W-beam guardrail

STATE OF

No.

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09/04/12

E 601-CWGS-01

09/04/12

09/04/12DETAILS PLACED IN THIS FORMAT

INDIANA DEPARTMENT OF TRANSPORTATION

STANDARD DRAWING NO.

/s/ Richard L. VanCleave

/s/ Mark A. Miller

DATECHIEF ENGINEER

DATESUPERVISOR, ROADWAY STANDARDS

See Standard Drawing E 601-CWGS-03 for General Notes.1.

NOTES:

SEPTEMBER 2003

CONNECTOR SYSTEM

CURVED W-BEAM GUARDRAIL



GUARDRAIL SYSTEM

CURVED W-BEAM

SEPTEMBER 2011

E 601-CWGS-02

NOTES:

1.

4

2

buffer details.

See Standard Drawing E 601-CWGS-04 and 05 for terminal end

See Standard Drawing E 601-CWGS-06 for CRT post details.

type WBG details.

See Standard Drawing E 601-TWGB-02 for guardrail transition

See Standard Drawing E 601-CWGS-03 for General Notes.

3

STATE OF

No.

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DE

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9750


09/04/12

09/04/12


/s/ Mark A. Miller

DATECHIEF ENGINEER


5-01-00

5-01-00

Anthony L. Uremovich

/s/ Firooz Zandi

E 706-TTBP-05

TRANSITION, TPS-1

CONCRETE BRIDGE RAILING

MAY 2000

CR

T p

os

6’-

ts @

spaci

Li

mits

of

Cur

ve

d

W-

be

am

g

Li

mit

s

of

Cu

rv

ed

W-

be

am

gu

ar

du

ardr

ra

i

ail

l

ter

min

alconnect

or

system

system

6’-3"

3"

or W-beam guardrail

Guardrail transition type WGB

B

B

A A

Radius

L

W

fixed objects (See Table CWGS-2)

Hatched area shall remain free of

6

Terminal end buffer

Edge of

Tra

velw

ay

4

2

8

ng

1’-3 1/4

"2’-4"

1"

2’-3 3/4

"

or flatter

Slope 15:1

Face of rail

2’-0"

SECTION A-A

and hex nut

bolt with round washer

CRT post3

7

1"

2’-3 3/4

"or flatter

Slope 15:1

Face of rail

6" x 8" x 1’-2" wood block

6" x 8" x 6’-0" wood post

2’-0"

SECTION B-B

and hex nut

bolt with round washer

8"

16d Nail

CRT post

7

3

TABLE CWGS-2

5

6

RADIUS

8

11

40’ x 20’

50’ x 20’

30’ x 15’

L x W

OF FIXED OBJECTS

REQUIRED AREA FREE

25’ x 15’

POSTS

NO. OF CRT

8’-6"

25’-6"

17’-0"

35’-0"

TABLE CWGS-3

RADIUSTYPEPANELS REMOVED

NUMBER OF 6’-3"

8’-6"

2

3

4

5

6

7

8

9

1

8’-6"

8’-6"

17’-0"

17’-0"

17’-0"

25’-0"

25’-0"

25’-0"

1

1

1

2

2

2

0

0

0

CONNECTOR SYSTEM

2

1 25’-0"

35’-0"

0

0

CURVED W-BEAM GUARDRAIL SYSTEMS

TERMINAL SYSTEM

connector system.

This dimension shall be 5 ft for the 35 ft radius curved W-beam guardrail

radius.

A minimum 4 ft width shoulder shall be used with a 15 ft minimum drive

be 2:1 or flatter.

The embankment slope behind the curved W-beam guardrail system shall

guardrail shall not be bolted to this post.

For the 8’-6" radius curved W-beam guardrail terminal system,

panels to be removed for each type of curved W-beam guardrail system.

are to be omitted. See Table CWGS-03 for the number of guardrail

outside of the clear zone and the plans specifically state that panels

W-beam guardrail terminal system only where the bridge railing falls

A maximum of two guardrail panels may be omitted from the curved

W-beam guardrail connector system shall be used.

run of guardrail only at a driveway. For a public road approach, a curved

A curved W-beam guardrail terminal system shall be used to terminate a

same as for the guardrail specified for the adjacent run.

Except where otherwise shown, all hardware and installation shall be the

shown on the plans in accordance with Table CWGS-3.

The type of curved W-beam guardrail system to be used shall be as

curved W-beam guardrail system is specified.

E 601-CWGS-01 through -06, and E 601-CWGT-01 and -02 where a

This drawing shall be used in conjunction with Standard Drawings

4.

3.

5.

2.

1.

6

9

GENERAL NOTES

8

7

STATE OF

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E 601-CWGS-03



GUARDRAIL SYSTEM

CURVED W-BEAM

SEPTEMBER 1999

09/04/12

09/04/12



/s/ Mark A. Miller

DATECHIEF ENGINEER


DESIGN STANDARDS ENGINEER

CHIEF HIGHWAY ENGINEER DATE


DATEDESIGN STANDARDS ENGINEER



DATE



GUARDRAIL SYSTEM

CURVED W-BEAM

SEPTEMBER 2011

E 601-CWGS-06

STATE OF

No.

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1

See Standard Drawing E 601-CWGS-04 for location of Post B.

The TS 2 1/2" x 2 1/2" structural tube shall be welded to Post B only.

NOTE:

09/04/12

09/04/12



/s/ Mark A. Miller

DATECHIEF ENGINEER


8"

8"

5/8" steel plate

BEARING PLATE

1"

1"

FRONT VIEW SIDE VIEW

1" x 3/16" x 1"˜

1" x 3/16" x 8"˜

1/8 1/2"

1/8

1/8

4"

3"

SIDE VIEW

1’-3 1/2

"8"

1"

6"

holes

3"3"

5’-0"

FRONT VIEW

1/4

1/4

TS 8" x 6" x 3/16"

TS 2 1/2" x 2 1/2" x 1/4" x 8"1

POST B

STEEL TUBE

2"

SIDE VIEW

WOOD BREAKAWAY POST

5 1/2" 7 1/2"

FRONT VIEW

7"

1’-6"

2 1/2

"

3’-6 1

1/1

6"

1’-3 3/1

6"

sleeve (2 3/8" O.D.)

std. 2" I.D. pipe

timber post

Treated

5 1/2" x 7 1/2"

alignment

Centerline for

alignment

Centerline for

6’-0"

6" x 8" treated timber post

8"

CRT POST

FRONT VIEW SIDE VIEW

6"

7"

1’-3 1/4

"2’-4"

SOIL PLATE

2’-0"

2’-0"

1/4" steel plate

9"6"9"

1’-0"







DATE

E.P.

E.P.

RCBA

or

BRIDGE

transition

Guardrail

18’-9"

Begin guardrail taper

End guardrail taper

parallel to E.P.

Guardrail

30

1

Railing Transittion

End of Bridge-

E.P.

E.P.

RCBA

or

BRIDGE

shown on plans

Guardrail required only if

transition

Guardrail

Railing Transittion

End of Bridge- WL3

L 3

End treatment

MS 2

4

Double faced W-beam guardrail @ 6’-3" post spacing

W

Treatment

OS End





DESIGN STANDARDS ENGINEER DATE

E 601-GRBA-02

/s/ Richard L. VanCleave 09/01/11

09/01/11/s/ Mark A. Miller

STATE OF

No.

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DIVIDED ROADWAY

GUARDRAIL

BRIDGE-APPROACH

Transition rail as required for end treatment type MS.

= length shown on plans of W-beam guardrail at 6’-3" post spacing, ft.W

L

See Standard Drawing E 601-GRET-07 for alternate placement detail.

guardrail transition type TGB.

the bridge-approach guardrail, and is connected to the bridge railing with

1. This configuration shall be used where W-beam guardrail is specified as

NOTES:

2

3

4

SEPTEMBER 2011







DATE

LEGEND:

- W 14 x 22 Blockout

2’-11 3/4

"

6’-3"6’-3"6’-3"6’-3"

2’-3 3/4

"

2’-4 3/4

"

W-Beam Guardrail and Posts

Transition Rail

Thrie BeamThrie Beam Guardrail and Posts

WGT - Transition Limits

PLAN

THRIE BEAM TO W-BEAM GUARDRAIL TRANSITION

ELEVATION

3’-0 3/4

"

1

or End Treatment

Begin W-Beam Guardrail

Guardrail

Thrie Beam

Ground Line

Guardrail

W-Beam

Backup Plate

Thrie Beam

See detail.

Transition Rail

Thrie Beam

- W 6 x 9 Post

W-Beam Blockout

- Timber or Composite

2"

4 1/4"

8 1/2"

3 1/4"

4 1/4"4 1/4" 4 1/4"

Approx. 1’-6"

Cut to fit.

Approx. 3’-6 1/2"

B-B

SECTION

A-A

SECTION

1’-8" (– 3/ 16")

(Typ.)

3/4" x 2 1/2"

Post Bolt Slot

1’-1 3/4"1’-1 3/4"

THRIE BEAM TRANSITION RAIL

ELEVATION

CAP PLATE PLAN

A

A

B

B

5

2

Single groove weld and grind flush.

2"

7’-3 1/2"

6’-3"

typical section.

match W-beam

dimensions

Cross section

typical section.

match thrie beam

dimensions

Cross section

E 601-TWGT-01



DATECHIEF ENGINEER


SEPTEMBER 2014

TRANSITION, WGT

THRIE BEAM GUARDRAIL

W-BEAM GUARDRAIL TO

See Standard Drawing E 601-TBGC-01 for Thrie Beam Rail Section.5

hereon.

W-beam guardrail relative orientation is opposite to that shown

Slope on thrie beam transition shall be reversed where thrie beam to 4.

Guardrail Assembly details.

See Standard Drawings E 601-WBGA-01 through -03 for W-Beam 3.

Components.

See Standard Drawing E 601-WBGC-01 for W-Beam Guardrail 2

thrie-beam splice and at other locations as shown.

details. Thrie beam backup plate required at posts where there is no

See Standard Drawing E 601-MTGR-01 for Thrie Beam Guardrail 1

NOTES:

IR

C

R

AH

ESIET

DRE

D

AEL

V

9750

E

C.L naV

G

RP

N

O

S

EF

I A

No.

STATE OF

ANI

D

O

E

G

IN

R

ER

ENSI N

AL


/s/ Mark A. Miller 03/03/14

3 1/4"

3 5/1

6"

5’-0"

10 Gauge Plate

8"

1’-0" (– 1/4

")

(Typ.)

29/32" x 1 1/8"

Splice Bolt Slots







DATE

2'-0"Required Width Varies (8'-0" Min.)2'-0"

Limits of Subgrade Treatment

1

3

~~

2

5

~

1

~

4

LEGEND

6" Compacted Aggregate No. 53, Base

Earth Shoulder

Width and Cross Slope as Required

2

1

3

4

5

220 lb/yd² HMA Intermediate, Type B

140 lb/yd² HMA Surface, Type B, on

HMA for Sidewalk Consisting of

Compacted to the Density and Moisture Requirement

Subgrade Treatment Type III, 6" of Soil

E 604-NVUF-01



DATECHIEF ENGINEER


SEPTEMBER 2017

HMA PAVEMENT SECTION

NON-MOTORIZED VEHICLE USE FACILITY

EISGER

DTE

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LIPS

10200124

at edge of pavement.

Construct safety edge as required for Surface and Intermediate layers 1

NOTE:

1

/s/ John Leckie

/s/ Elizabeth W. Phillips 04/27/17

04/28/17

Existing Ballast

2'-0"Required Width Varies (8'-0" Min.)2'-0"

1

~

7

5

2

~~

1

6

~

Limits of Subgrade Treatment

LEGEND

6" Compacted Aggregate No. 53, Base

Width and Cross Slope as Required

1

5

7

6

Variable-Depth Compacted Aggregate No. 53 or No. 73

2

220 lb/yd² HMA Intermediate, Type B

140 lb/yd² HMA Surface, Type B, on

HMA for Sidewalk Consisting of

and Replaced with 3" Coarse Aggregate No. 53

Subgrade Treatment Type V, 3" Subgrade Excavated

E 604-NVUF-02



DATECHIEF ENGINEER


SEPTEMBER 2017

ON ABANDONED RAILROAD CORRIDOR

HMA PAVEMENT SECTION

NON-MOTORIZED VEHICLE USE FACILITY

EISGER

DTE

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LIPS

10200124

at edge of pavement.

Construct safety edge as required for Surface and Intermediate layers 1

NOTE:

1

04/28/17/s/ John Leckie

04/27/17/s/ Elizabeth W. Phillips

5'-0" Min.Median

SECTION A-A

SECTION B-B

Median

Raised Median

TS

A A

Media

n Width

4

Media

n Width

4 TS TS

MEDIAN PERPENDICULAR CURB RAMPS

Raised Median

5'-0"

Min.

5'-0"

Min.

Min.

5'-0"

WITH CURB

MEDIAN CUT-THROUGH

3

Min.

5'-0"

4'-0"

4'-0"

4'-0"

Min.

Min.

Min.

5

5

5

5

5

5

Raised Median

Crosswalk Markings

Crosswalk Markings

Side

Flared

Side

Flared

Side

Flared

Side

Flared

Sidewalk Expansion Joint

Curb

Curb

6


5'-0" Min.


Raised Median

WITH TAPERED CURB

MEDIAN CUT-THROUGH

B

Media

n Width

4

2'-0"

Min.

3

Min.

5'-0"

5

5

Raised Median

Crosswalk Markings

Joint

Sidewalk Expansion

Curb

4:1 Max

Detectable Warning Surface

:LEGEND

Ramp

TS Turning Space

E 604-SWCR-11



DATECHIEF ENGINEER


SEPTEMBER 2016

TYPICAL PLACEMENT

MEDIAN PERPENDICULAR CURB RAMP

MEDIAN CUT-THROUGH AND

EISGER

DTE

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LIPS

10200124


03/18/16/s/ Mark A. Miller

details.

See Standard Drawing E 604-CCSJ-01 for sidewalk expansion joint 9.

Warning Surface placement, configuration, and details.

See Standard Drawing E 604-SWCR-12, -13, and -14 for Detectable 8.

See Standard Drawing E 604-SWCR-01 for cross slope exceptions.7.

Walkable Surface. The cross slope shall be 2.00% maximum.6

adjacent pavement gutter line.

curb ramp and the top of curb shall be flush with the edge of

The bottom edge of the median cut-through or median perpendicular 5

shall not be placed.

Where median width is less than 6 ft, detectable warning surfaces 4

2.00% maximum.

Where a median cut through is used the running slope shall be 3

4 ft x 5 ft.

median, the turning space shall have a minimum clear dimension of

2. Where in-line or offset perpendicular curb ramps are used within a

perpendicular curb ramp shall be 5 ft.

1. The minimum width of a median cut-through and median

NOTES:

Curb

Curb 4:1 Max SlopeB







DATE

Approach

R.C. Bridge

Bridge Deck

Concrete

or Greater

Backer Rod 3/8" Ø

Final Saw Cut

1/4" – 1/16"

1/4

" – 1/1

6"

1 1/4

"

3"

Initial Saw Cut

1/8"

E 609-BRJT-01




DATECHIEF ENGINEER


See Standard Drawing E-609-RCBA-01 for joint location.1.

NOTES:

TYPE I-A JOINT

SEPTEMBER 2012

STATE OF

No.

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1/4

"

Sealant

Silicone Joint

3

2

Bridge Deck

Pavement Ledge

3"

RC

BA Width to b

e S

ho

wn o

n Pla

ns

20’-6"

3

2

Bridge Deck

Pavement Ledge

3"

RC

BA Width to b

e S

ho

wn o

n Pla

ns

20’-6"

PLAN SHOWING TOP REINFORCING

PLAN SHOWING BOTTOM REINFORCING

30 Spa. @ 8" = 20’-0"

10 Spa. @ 2’-0" = 20’-0"

Structure

Structure

3"

3"

3"

#5 B

ars S

pa.

@ 8"

Max.

3"

3"

3"

591 B

ars S

pa.

@ 6"

Max.

31 - #5 Bars

#5 x 20’-2"

11 - #5 Bars

591

E 609-RCBA-01



DATECHIEF ENGINEER


SEPTEMBER 2014

SQUARE

REINFORCED CONCRETE BRIDGE APPROACH

PCCP = Portland Cement Concrete Pavement

RCBA = Reinforced Concrete Bridge Approach

:KEY

RCBA shall be surface sealed.5.

extensions used with bridge railing transitions.

See Standard Drawings E 609-TBAE-01 through -04 for RCBA 4.

slab details.

See Standard Drawing E 503-BATJ-01 for terminal joint and sleeper 3

detail, and reinforcing bar bending diagram.

See Standard Drawing E 609-RCBA-03 for section, pavement ledge 2

All reinforcing bars shall be epoxy-coated.1.

NOTES:

EISGER

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LIPS

10200124



Approach Roadway

Sleeper Slab with PCCP

Approach Roadway


3

2

Bridge Deck

Pavement Ledge

3"

RC

BA Width to b

e S

ho

wn o

n Pla

ns

Lap

2’-0"

20’-6"

3

2

Bridge Deck

Pavement Ledge

3"

RC

BA Width to b

e S

ho

wn o

n Pla

ns

20’-6"

PLAN SHOWING TOP REINFORCING

PLAN SHOWING BOTTOM REINFORCING

Structure

Structure

6

Lap

2’-0"

6

30 Spa. @ 8" = 20’-0"

10 Spa. @ 2’-0" = 20’-0"

#5

3"

#5 & 5

91 B

ars S

pa.

@ 6"

Max.

3"

#5

#5 B

ars S

pa.

@ 8"

Max.

3"

3"

3"

3"

Lengths

#5, Variable

Variable Lengths

#5 @ 8",

31 - #5

#5 x 20’-2"

Variable Lengths

#5 @ 2’-0", 11 - #5

Lengths

#5, Variable

591

E 609-RCBA-02



DATECHIEF ENGINEER


SEPTEMBER 2014



:KEY

SKEWED


RCBA shall be surface sealed.7.

reinforcing bars shall be provided.

shorter than 2’-0", a fanned configuration of three #5 x 5’-0"

For skew > 15° where variable-length transverse bars would be 6

extensions used with bridge railing transitions.

See Standard Drawings E 609-TBAE-01 through -04 for RCBA 5.

on the plans.

Variable-length #5 bars shall be detailed by means of cutting diagrams 4.

slab details.


detail, and reinforcing bar bending diagram.

See Standard Drawing E 609-RCBA-03 for section, pavement ledge 2


NOTES:

EISGER

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10200124



3 - #5 x 5’-0"

3 - #5 x 5’-0"

Approach Roadway


Approach Roadway


Subbase

6" Dense Graded

#5 (Typ.)

Bridge Deck

RC

BA T

hickness

(Typ.)

8"

Pv

mt. T

hickness

7Joint with PCCP Only

Sleeper Slab and Terminal

SECTION THROUGH APPROACH

See Detail.

Pavement Ledge

Tie-Bar Assy.

#5 Threaded

(Typ.)

2’-0"

#5 @ 8" Max.

591 @ 6" Max.#5 @ 6" Max.

20’-2"

591 x 20’-9"

PAVEMENT LEDGE DETAIL

Min. Thickness 6 Mils

2 Layers of Polyethylene,

1"

2 1/2

"

2"

Polystyrene

1/2" x 2" Expanded

Polystyrene

1/2" x 4" Expanded

2"

2"

6"

1’-6"

45°

Thickness

Approach

Min.

6"

2" Cl.

Bridge Deck

(Billed With Superstructure)

Tie-Bar Assy. Spa. @ 2’-0"

#5 x 6’-0" Epoxy-Coated Threaded

RCBA

E 609-RCBA-03



DATECHIEF ENGINEER


SEPTEMBER 2014

SECTION AND PAVEMENT LEDGE DETAIL


slab details.


details and notes.

See Standard Drawing E 703-BRST-01 for reinforcing-bar bending 6.

Joint type I-A. See Standard Drawing E 609-BRJT-01 for details.5

Same as pavement thickness, if pavement thickness = 12 in.

12 in. if pavement thickness < 12 in.

For PCCP:4

12 in. if design year AADT = 1000

10 in. if design year AADT < 1000

For HMA pavement:3

See plans for approach thickness.2


NOTES:



:KEY

EISGER

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10200124



23

4

Dense Graded Subbase

2

5

3 4

5901

5

42

5904

EPOXY-COATED REINFORCING BARS

269 LBS

2.7 SYS

BILL OF MATERIALS

MISCELLANEOUS

SIZE

MARK OR

BARS

NO. OFLENGTH WEIGHT

4’-2"

16’-7"

Reinforcing BarsTotal Epoxy-Coated

RCBA Extension Area

RCBA extension

Quantities are for one

SECTION B-B

PLAN

A

A

B B

1’-6"

2"

2"

3"

3" 2"

16’-5"

2’-0"

2"

16’-5"

Concrete Bridge Railing Transition Type TFC, TPF-1, TPF-2, TPS-1, or TPS-2 Limits

(Bottom)

3 - 5904

(Top)

2 - 5904

59045901 (Typ.)

5901 (Typ.)

6"

6"

3"

3"

Railing LimitsConcrete Bridge

R.C.

Bridge A

ppro

ach

33-5901 (Top), Lap with #4 Bars in R.C. Bridge Approach

32 Spa. @ 6" = 16’-0" (Top)

9-5901 (Bottom), Lap with #5 Bars in R.C. Bridge Approach

8 Spa. @ 2’-0" = 16’-0 (Bottom)

SECTION A-A

1’-6"

5901

R.C. Bridge Approach

5904 (Typ.)

2" Clr. 2"

Clr.

2"

Clr.

5901 x 4’-2"

5904 x 16’-7"

16’-0"

3’-7"

E 609-TBAE-01

5 6

1

1

65

TFC, TPF-1, TPF-2, TPS-1, OR TPS-2

BRIDGE RAILING TRANSITION

RCBA EXTENSION FOR

3

See Standard Drawing E 609-TBAE-04 for General Notes .3.

railing transition type TPS-2 details.

See Standard Drawings E 706-TTPP-07 and -08 for concrete bridge

railing transition type TPS-1 details.


railing transition type TPF-2 details.


railing transition type TPF-1 details.

See Standard Drawings E 706-TTPP-01 and -02 for concrete bridge 2

bridge railing transition type TFC details.

See Standard Drawings E 706-TTFC-01 through -03 for concrete 1

NOTES

2

2

12

SEPTEMBER 2013

DATECHIEF ENGINEER

EISGER

DTE

PR

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A

STATE OF

IN AD G

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LIPS

10200124DATEDESIGN STANDARDS ENGINEER





E 609-TBAE-02

5 6

1

1

TFT, TTF-2, OR TTX


RCBA EXTENSION FOR


railing transition type TTX details.

See Standard Drawing E 706-TTTX-01 and -02 for concrete bridge 3

bridge railing transition type TTF-2 details.

See Standard Drawing E 706-TTTF-01 through -04 for concrete 2

bridge railing transition type TFT details.

See Standard Drawing E 706-TTFT-01 through -03 for concrete 1

NOTES

2 3

SEPTEMBER 2013

DATECHIEF ENGINEER

EISGER

DTE

PR

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No.

A

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IN AD G

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3





20’-6"

PLAN

SECTION D-D

C

C

D

2" 2"

3"3"

3" 3"

20’-6"

1’-6"

R.C.

Bridge A

ppro

ach

(Bottom)

3-5902

(Top)

2-5902

5902

5901 (Typ.)

5901 (Typ.)6"

2"

6"

6"

3"

3"

D

41 - 5901 (Top), Lap with #4 Bars in R.C. Bridge Approach

40 Spa. @ 6" = 20’-0" (Top)

11 - 5901 (Bottom), Lap with #5 Bars in R.C. Bridge Approach

10 Spa. @ 2’-0" = 20’-0" (Bottom)

Concrete Bridge Railing Transition Type TFT, TTF-2, or TTX Limits

Railing Limits

Concrete Bridge

5901

5

52

5902

MISCELLANEOUS


333 LBS

3.4 SYS

BILL OF MATERIALS

SIZE

MARK OR

BARS

NO. OFLENGTH WEIGHT

4’-2"

20’-7"


RCBA Extension Area

RCBA extension


5901 x 4’-2"

5902 x 20’-7"

20’-0"

3’-7"

SECTION C-C

1’-6"

5902 (Typ.)

5901

R.C. Bridge Approach2" Clr.

2 1/2

" Clr.

2"

Clr.

3 2

1

2

65

5900

35

11

5901


312 LBS

3.4 SYS

BILL OF MATERIALS

5903 5

2

MISCELLANEOUS

SIZE

MARK OR

BARS

NO. OFLENGTH WEIGHT

5’-0"

4’-2"

18’-1"

3’-6"#5


RCBA Extension Area

RCBA extension


5901 x 4’-2"5900 x 5’-0"

5903 x 18’-1"

3’-7"4’-5"

17’-6"

SECTION E-E

5903 (Typ.)

1’-6"

5901

SECTION F-F

5903 (Typ.)

2’-4"

5900

#5

Approach

R.C. Bridge

Approach

R.C. Bridge

4" Clr.2" Clr. 2"

Clr.

2"

Clr.

3"

Clr.

3"

Clr.

E

E

G

PLAN

SECTION G-G

F

F

(1 Top & 1 Bottom)

2 - #5 X 3’-6"

1’-6"

10"

4’-0"14’-0"

18’-0"

2’-4"

1’-6"

18’-0"

5903

(Bottom)

3 - 5903

(Top)

2 - 5903

Railing LimitsConcrete Bridge

28 - 5901 (Top), Lap with #4 Bars in R.C. Bridge Approach R.C. Bridge Approach

Lap with #4 Bars in

8 - 5900 (Top),

Bridge Approach

with #4 Bars in R.C.

3 - 5900 (Bottom), Lap

7 - 5901 (Bottom), Lap with #5 Bars in R.C. Bridge Approach

6"

G

R.C.

Bridge A

ppro

ach

Concrete Bridge Railing Transition Type WFC Limits

35 Spa. @ 6" = 17’-6" (Top)

8 Spa. @ 2’-0" = 16’-0" (Bottom) 2" Clr.

2" Clr.4" Clr.

4" Clr.

3"

Clr.

2" Clr.4" Clr.4"

Clr.

4" Clr.

E 609-TBAE-03

SEPTEMBER 2013

1

3

2

5 6

1

1

WFC


RCBA EXTENSION FOR


bridge railing transition WFC details.

See Standard Drawings E 706-TWFC-01 through -03 for concrete 1

NOTES

2

5 6 5 6

DATECHIEF ENGINEER

EISGER

DTE

PR

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6"



E 609-TBAE-04

SEPTEMBER 2012

GENERAL NOTES


RCBA EXTENSION FOR

DATECHIEF ENGINEER

/s/ Mark A. Miller


09/04/12

09/04/12STATE OF

No.

AADIN I N

PR

OFE

S

OIS

N LANE

I

G

EN

RE

RGEISTER

DE

RIC

HA

RD L. VanCLE

AVE

9750

/s/ Richard L. Van Cleave

GENERAL NOTES

cement concrete pavement.

See the plans for thickness of RCBA and its extension to be used with a terminal joint and portland 6

See the plans for thickness of RCBA and its extension to be used with asphalt pavement.5

See Standard Drawing E 703-BRST-01 for reinforcing-bar bending details and notes.4.

bridge end as shown on the plans.

This end of the reinforced concrete bridge approach extension shall match the construction at the 3

Construction joint type A. See Standard Drawing E 702-CJTA-01 for details.2

See Standard Drawing E 609-RCBA-01 and the plans for reinforced concrete bridge approach details.1







DATE

E 610-MBAP-01



DATECHIEF ENGINEER


SEPTEMBER 2014

(V = 50 MPH)

HIGH SPEED ROADWAY

MAILBOX APPROACHES

pavement section.

Mailbox approach pavement section shall be the same as the shoulder 3.

See plans for W.2

S = Normal width of paved shoulder as shown on plans.1

NOTES:

IR

C

R

AH

ESIET

DRE

D

AEL

V

9750

E

C.L naV

G

RP

N

O

S

EF

I A

No.

STATE OF

ANI

D

O

E

G

IN

R

ER

ENSI N

AL



TYPICAL MAILBOX APPROACH

R = 25’-0"

Direction of Traffic



Edge of Travelway

Edge of Paved Shoulder

6’-8" Min.

22’-0"

6’-8" Min.

SS W

16’-6"22’-0"

Shoulder 20:1

Taper Paved

SWS

Shoulder 20:1

Taper Paved

Shoulder 20:1

Taper Paved

Mailbox Assemblies

16’-6"

Shoulder 20:1

Taper Paved

SW 1

2(Mailbox Located Beyond Drive)

COMBINATION MAILBOX APPROACH & DRIVE

(Mailbox Located in Advance of Drive)


Shoulder Break

S 1

Shoulder Break(Typ.)

2’-6" Min.

R = 15’-0"

Shoulder Break

(Typ.)

2’-6" Min.Break

Shoulder

(Typ.)

2’-6" Min.

R = 15’-0"

Shoulder Break

Edge of Travelway


Edge of Travelway


Drive

Drive

R = 25’-0"

1

2

11

2

1

AssemblyMailbox

AssemblyMailbox

E 610-MBAP-02



DATECHIEF ENGINEER


SEPTEMBER 2014

pavement section.

Mailbox approach pavement section shall be the same as the shoulder 3.

See plans for W.2

S = Normal width of paved shoulder as shown on plans.1

NOTES:

(V = 45 MPH)

LOW SPEED ROADWAY

MAILBOX APPROACHES

IR

C

R

AH

ESIET

DRE

D

AEL

V

9750

E

C.L naV

G

RP

N

O

S

EF

I A

No.

STATE OF

ANI

D

O

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G

IN

R

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ENSI N

AL



12:1 Taper


12:1 Taper

12:1 Taper

12:1 Taper

Direction Of Traffic


TYPICAL MAILBOX APPROACH

(Mailbox Located Beyond Drive)


(Mailbox Located in Advance of Drive)


S

16’-6"

W

S

R=25’-0"

22’-0"

S

W

SS

R=15’-0"

22’-0" 16’-6"

R=25’-0"

W

S

6’-8" Min. Mailbox Assemblies

6’-8" Min.

1

2

11

2

1

1

2

1

Drive

Drive

Edge of Travelway

Edge of Travelway

R=15’-0"

Edge of Paved ShoulderEdge of Paved Shoulder (Typ.)

2’-6" Min.(Typ.)

2’-6" Min.Shoulder Break

Shoulder Break

Edge of Paved ShoulderEdge of Paved Shoulder

Shoulder Break Shoulder Break

(Typ.)

2’-6" Min.


Shoulder Break


Shoulder Break

(Typ.)

2’-6" Min.

Mailbox Assembly

Mailbox Assembly

Edge of Travelway







DATE

V.C. = 20'-0"

Vertical Scale Exaggerated for Clarity

GRADE OF U-TURN MEDIAN OPENING

4'-0"4'-0"

R=

W/2

R=W/2

A A

30'-0"

4'-0"

4'-0"

Traffic

Traffic

PLAN

10'-0"

10'-0"10'-0"

Vertical Scale Exaggerated for Clarity

SECTION A-A

3"

Cro

wn

30'-0"

10'-0"

(typ.)

No Corrugations in This Area (Typ.)

Variable

Variable

Survey

Survey

HMA or PCCP Shoulder

W




E 610-UTMO-01



DATECHIEF ENGINEER

U-TURN MEDIAN OPENING

SEPTEMBER 2017


EISGER

DTE

PR

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LIPS

10200124

04/28/17/s/ John Leckie

04/27/17/s/ Elizabeth W. Phillips

2.0%2.0%

HMA or PCCP ShoulderHMA or PCCP Shoulder

W

165 lb/syd HMA Surface Type B

495 lb/syd HMA Intermediate Type B

4" Compacted Aggregate, No.53, Base

Subgrade Treatment, Type II







DATE







DATE

E601-CWGSE601-CWGS-01E601-CWGS-02E601-CWGS-03E601-CWGS-04E601-CWGS-05E601-CWGS-06

E601-CWGTE601-CWGT-01E601-CWGT-02

E601-GAIAE601-GAIA-01E601-GAIA-01aE601-GAIA-02E601-GAIA-03

E601-GCTAE601-GCTA-01E601-GCTA-02E601-GCTA-03E601-GCTA-04E601-GCTA-05E601-GCTA-06

E601-GRBAE601-GRBSE601-GRBS-01E601-GRBS-02E601-GRBS-03E601-GRBS-04E601-GRBS-05E601-GRBS-06E601-GRBS-07E601-GRBS-08

E601-GRETE601-GRET-04E601-GRET-05E601-GRET-06E601-GRET-07E601-GRET-08E601-GRET-09E601-GRET-10E601-GRET-11E601-GRET-12

E601-MTGRE601-NWGAE601-NWGA-01E601-NWGA-02E601-NWGA-03E601-NWGA-04

E601-RHPGE601-RHPG-01E601-RHPG-02E601-RHPG-03E601-RHPG-04

E601-TBGCE601-TBGC-01E601-TBGC-02

E601-TMTTE601-TPGPE601-TPGP-01E601-TPGP-02

E601-TTGBE601-TTGB-01E601-TTGB-02E601-TTGB-03E601-TTGB-04E601-TTGB-05

E601-TTGPE601-TTGP-01E601-TTGP-02E601-TTGP-03

E601-TTGTE601-TTGT-01E601-TTGT-02

E601-TTMSE601-TTVHE601-TTVH-01E601-TTVH-02

E601-TWGBE601-TWGB-01E601-TWGB-02E601-TWGB-03

E601-TWGTE601-WBGAE601-WBGA-01E601-WBGA-02E601-WBGA-03E601-WBGA-06

E601-WBGCE601-WBGC-01E601-WBGC-02E601-WBGC-03

E602-CCMBE602-CCMB-01E602-CCMB-02E602-CCMB-03E602-CCMB-04

E603-CLTFE603-CLTF-01E603-CLTF-02E603-CLTF-03

E603-FFTFE603-FFTF-01E603-FFTF-02E603-FFTF-03E603-FFTF-04

E604-CCSJE604-NVUF604-NVUF-01604-NVUF-02

E604-SDWK604-SDWK-01604-SDWK-02604-SDWK-03

E604-SWCR604-SWCR-01604-SWCR-02604-SWCR-03604-SWCR-04604-SWCR-05604-SWCR-06604-SWCR-07604-SWCR-08604-SWCR-09604-SWCR-10604-SWCR-11604-SWCR-12604-SWCR-13604-SWCR-14

E605-CCCGE605-CNCBE605-CNCB-01E605-CNCB-02

E605-CNCCE605-CNCC-01E605-CNCC-02E605-CNCC-03

E605-CTCGE605-CTCG-01E605-CTCG-02

E605-ERCNE605-ERCN-01E605-ERCN-02

E605-GTRCE605-GTRC-01E605-GTRC-02E605-GTRC-03

E606-SHCGE606-SHCG-01E606-SHCG-02E606-SHCG-03E606-SHCG-04E606-SHCG-05

E607-PSDTE607-PSDT-01E607-PSDT-02E607-PSDT-03E607-PSDT-04E607-PSDT-05E607-PSDT-06

E609-BRJT609-BRJT-01

E609-RCBAE609-TBAEE609-TBAE-01E609-TBAE-02E609-TBAE-03E609-TBAE-04

E610-DRIVE610-DRIV-01E610-DRIV-02E610-DRIV-03E610-DRIV-04E610-DRIV-05E610-DRIV-06E610-DRIV-07E610-DRIV-08E610-DRIV-09E610-DRIV-10E610-DRIV-11E610-DRIV-12E610-DRIV-13E610-DRIV-14E610-DRIV-16E610-DRIV-17E610-DRIV-18E610-DRIV-19E610-DRIV-20E610-DRIV-21

E610-MBAPE610-MBAP-01E610-MBAP-02

E610-PRAPE610-PRAP-01E610-PRAP-02E610-PRAP-03E610-PRAP-04E610-PRAP-05E610-PRAP-06E610-PRAP-07E610-PRAP-08E610-PRAP-09E610-PRAP-10E610-PRAP-11E610-PRAP-12E610-PRAP-13E610-PRAP-14

E610-PRCOE610-PRCO-01E610-PRCO-01aE610-PRCO-02E610-PRCO-03E610-PRCO-04E610-PRCO-05E610-PRCO-06E610-PRCO-07

E611-MBASE611-MBAS-01E611-MBAS-02E611-MBAS-03E611-MBAS-04

E616-SWCOE616-SWCO-01E616-SWCO-02E616-SWCO-03E616-SWCO-04E616-SWCO-05E616-SWCO-06E616-SWCO-07

E616-SWRRE616-SWRR-01E616-SWRR-02

E617-CDINE617-CDIN-01E617-CDIN-02E617-CDIN-03E617-CDIN-04

E619-PRWSE622-LSPLE622-LSPL-01E622-LSPL-02E622-LSPL-03E622-LSPL-04E622-LSPL-05E622-LSPL-06E622-LSPL-07E622-LSPL-08E622-LSPL-09E622-LSPL-10E622-LSPL-11

E622-LSPRE622-LSPR-01E622-LSPR-02E622-LSPR-03E622-LSPR-04E622-LSPR-05E622-LSPR-06E622-LSPR-07

Documents

TABLE CWGS-1...1. 4 2 buffer details. See Standard Drawing E 601-CWGS-04 and 05 for terminal end See Standard Drawing E 601-CWGS-06 for CRT post details. type WBG details. See Standard