TRANSVERSE JOINT SEQUENCING

D

DX

D

DX

A

SLAB

APPROACH

CONCRETE PAVEMENT

SHOULDER WIDTH

SHOULDER WIDTH

SHOULDER WIDTH

(SEE PLANS)

TRANSITION LENGTH

(SEE PLANS)

TRANSITION LENGTH

orXY

DX

A

D

Y Y

E

C

XYor

(SEE PLANS)

TRANSITION LENGTH

(SEE PLANS)TRANSITION LENGTH

D

DX

A

XY

or

DX

A

D

YY

XYor

TAPERTAPER

SEE NOTE

2SEE NOTE

2

NOD

TYPEJOINTS

WITHINTHIS ZONE

SEE NOTE

2

SEE NOTE

2

NOD

TYPE JOINTSWITHINTHISZONE

CONC. RAMP WIDTH

CONC. RAMP WIDTH

ETW

ETW

ABOVE

RAMP DETAIL

DETAIL AND

SEE EXIT GORE

REBAR-SEE NOTE 4

OR

ETW

ETW

SHOULDER WIDTH

TRAVELED WAY

SHOULDER WIDTH

AND TWO-WAY HIGHWAYSAPPLIES TO DIVIDED HIGHWAYS

FOR WIDTHS

NOTE: SEE PROJECT PLANS

SHOULDER WIDTH

NO TYPE

DJOINTS

WITHIN THIS

ZONE

NOTYPE DJOINTS

WITHIN THIS

ZONE

SHOULDER

CONC.

TAPERED ACCELERATION LANE

ENTRANCE RAMP WITH

PARALLEL ACCELERATION LANE

ENTRANCE RAMP WITH

TAPERED DECELERATION LANE

EXIT RAMP WITH

PARALLEL DECELERATION LANE

EXIT RAMP WITH

TYPICAL MAINLINE JOINT DETAIL

D

X YOR

A TYPE A

TYPE D

C

E TYPE E

TYPE C

ETW EDGE OF TRAVELED WAY

TYPE X OR Y (SEE NOTES)

JOINT LEGEND

MISC. LEGEND

3

3

3

3

1

2

4

General Requirements

Transverse Joints

Longitudinal Joints

TRANSVERSE DOWEL JOINTED CONCRETE PAVEMENT NOTES

3

SEE NOTESEE NOTE

SEE NOTESEE NOTE

ENGINEERING SERVICES

WBW

Space transverse joints on ramps at 14 ft. [4.2 m] and perpendicular to centerline.

Use type ''D'' transverse joints perpendicular to the roadway.

Use type ''D'' transverse joints in climbing lanes.

Do not place transverse joint at less than 6 ft. [1.8 m] spacing.

End tapered paving sections at a transverse joint.

are at an angle to the mainline transverse joints, do not dowel the transverse ramp joints.

Where the ramp pavement is longitudinally tied to the mainline pavement and where the transverse joints

2' [610] MIN. 2' [610] MIN.

2' [610] MIN.

360' [110 m] TAPER

120' [35 m] TA

PER

4'[1.2 m] + SHOULDER

SLAB THICKNESS 10'' [250] OR LESS

SLAB THICKNESS MORE THAN 10'' [250]

[4.8 m]

16'-0'' MIN.

6' [1.8 m]

[4.8 m]

16'-0''

[5.4 m]

18'-0''

[4.5 m]

15'-0''

[4.2 m]

14'-0''

[4.2 m]

14'-0''

[4.8 m]

16'-0''

[3.9 m]

13'-0''

[3.6 m]

12'-0''

Continued

transverse doweled joints are not specified.

Details are for transverse dowel jointed Concrete Pavement. Use type ''A'' joints for type ''D'' joints when

concrete.

Use type ''D'' joints full width of the pavement at construction joint locations for transverse dowel jointed

SHOULDER

12' [3.6 m] +

[4.2 m]

14'

TYP.

2' [610] MIN TYP

2' [610] MIN TYP

2' [610] MIN

WBW

JK

1 4

414-1B

414-1A (PLANT MIX SHOULDERS)

TWO-WAY TRAFFIC HIGHWAYS

DIVIDED HIGHWAYS AND

conventional pavement.

with 3 in. [75] minimum cover from any surface. A type ''E'' joint is required between this slab and the

width of the pavement is required with #4 [#13] rebar placed at 12 in. [300] centers in each direction

Adjacent to every approach slab, a reinforced concrete slab 16 ft. [4.8 m] in length extending the entire

joints greater than 14 ft. [4.2 m].

Substitute type ''Y'' joints for type ''X'' joints when a construction joint is required. Do not space longitudinal

area pavement slabs as shown. Extend type ''D'' joints across the entire width of the ramp.

type ''D'' joints in lieu of type ''A'' joints at the gore area where the ramp separates from mainline and gore

The plans will specify which ramps require transverse doweled joints. When specified, begin the use of

See Standard Plan for joint details.Concrete Pavement Joints

OCTOBER 2018

STANDARD PLAN NUMBER

Date Issued:

SHEET of TRANSPORTATION

OF

WYOMING DEPARTMENT

DEPARTMENT OF

WYOMING

TRANSPORTATION Issued by:

STANDARD PLAN

Checked by:

Drawn by:

Designed by:

Note: Units shown in brackets [ ] are metric and are in millimeters (mm) unless other units are shown.

Previous Dwg. No.

TRANSVERSE JOINT SEQUENCING

A

D

D

X

X

X

A

D

D

X

X

X

B

X

Y

A

A

D

D

X

X

X

B

X

YA

A

A

A

A

SLAB

APPROACH

ETW

ETW

A

(SEE PLANS)

TRANSITION LENGTH

(SEE PLANS)

TRANSITION LENGTH

RAMP DETAIL BELOW

SEE EXIT GORE DETAIL AND

D

A

D

X

X

X

A

X

Y

A

D

D

A

X

X

X

AX

Y

A

A

E

C

(SEE PLANS)

TRANSITION LENGTH

(SEE PLANS)

TRANSITION LENGTH

A

SEE NOTE 2

SEE NOTE 2

SEE NOTE 2

SEE NOTE 2

WITHIN THIS ZONE

NO TYPE D JOINTS

TAPER

ETW

ETW

ANOTYPE D JOIN

T

WITHIN T

HIS ZONE

ETW

ETW RAMP WIDTH (INCLUDING SHOULDERS)

(TYP.)

NO TYPE D JOINTSWITHIN THIS ZONE

WITHINTHIS ZONE

NOTYPE DJOINTS

TWO-WAY TRAFFIC ROADWAYSAPPLIES TO DIVIDED HIGHWAYS AND

OR

ETW

ETW

SHOULDER WIDTH

SHOULDER WIDTH

TRAVELED WAY

FOR WIDTHSNOTE: SEE PROJECT PLANS

CONCRETE PAVEMENT(CONCRETE SHOULDERS)

TWO-WAY TRAFFIC HIGHWAYS

DIVIDED HIGHWAYS AND

D

X YOR

A TYPE A

TYPE D

C

E TYPE E

TYPE C

ETW EDGE OF TRAVELED WAY

(INCLUDING SHOULDERS)

RAMP WIDTH

TYPE X OR Y (SEE NOTES)

REBAR - SEE NOTE 4

TAPERED ACCELERATION LANE

ENTRANCE RAMP WITH

TAPERED DECELERATION LANE

EXIT RAMP WITH

PARALLEL DECELERATION LANE

EXIT RAMP WITHPARALLEL ACCELERATION LANE

ENTRANCE RAMP WITH

TYPICAL MAINLINE JOINT DETAIL

EXIT GORE DETAIL

JOINT LEGEND

MISC. LEGEND

SHOULDERS)(INCLUDINGRAMP WIDTH

B TYPE B

33

3

SEE NOTESEE NOTE

SEE NOTE

3

SEE NOTE

ENGINEERING SERVICES

WBW

2' [610] MIN.

2' [600] MIN. (TYP.)

120' [35 m]

MIN.

2' [610]

2' [600] MIN.

4' [1.2 m]

2' [600] MIN.

2' [600] MIN. (TYP.)

360' [110 m] TAPER

MIN.

2' [600]

+ 2' [600]

SHOULDER WIDTH

4' [1.2 m]

2' [600] MIN.

[4.2 m]

14'

SLAB THICKNESS 10'' [250] OR LESS

SLAB THICKNESS MORE THAN 10'' [250]

6' [1.8 m] MIN.

[4.8 m]

16'-0''

[4.2 m]

14'-0''

[4.8 m]

16'-0''

[5.4 m]

18'-0''

[4.8 m]

16'-0''

[3.9 m]

13'-0''

[4.5 m]

15'-0''

[4.2 m]

14'-0''

[3.6 m]

12'-0''

120' [35 m] TAPER

SHOULDER

12' [3.6 m] +

X

X

WBW

JK

2 4

414-1B414-1A

See Notes On Sheet 1

OCTOBER 2018

STANDARD PLAN NUMBER

Date Issued:

SHEET of TRANSPORTATION

OF

WYOMING DEPARTMENT

DEPARTMENT OF

WYOMING

TRANSPORTATION Issued by:

STANDARD PLAN

Checked by:

Drawn by:

Designed by:

Note: Units shown in brackets [ ] are metric and are in millimeters (mm) unless other units are shown.

Previous Dwg. No.

A

T T

E

A

E

C

B

JOINT SEALER

ELASTIC

CURB JOINT

CURB JOINT

CONCRETE PAVEMENT

X or Y(SEE DETAILS)

CURB DRAIN BOXOUT

E

C

C

E

A

A A AC C

C

C

X

XA E C

X

X

X

X

AA

APPROACH

EXTEND THROUGH THE CURB & GUTTER

TRANSVERSE TYPE A JOINTS SHALL

A

B

A

CONSTRUCTION JOINT

PLANNED OR EMERGENCY

E

A

CURB & GUTTER

CURB WITH MEDIAN PAVING

X

X

URBAN PAVEMENT DETAILS

SEE LONGITUDINAL JOINT NOTES FOR CURB & GUTTER

LONGITUDINAL SECTION VIEW LONGITUDINAL SECTION VIEW

URBAN - WITH CURB & GUTTER

JOINT LEGEND

PAVEMENT TRANSITION

CONCRETE PAVEMENT TO PLANT MIX

CURB DRAIN BOXOUT

SECOND STREET PAVED

FIRST STREET PAVED

FIR

ST S

TR

EE

T P

AV

ED

SECOND STREET PAVED

ENGINEERING SERVICES

WBW

PAVEMENT

PLANT MIX

SECOND STREET PAVED

FIRST STREET PAVED

(MAX.)

[4.8 m]

16'-0''

6'-0'' [1.8 m] (MIN.)

(MIN.)

6'-0'' [1.8 m]

(MAX.)

[4.8 m]

16'-0''

(MAX.)

[4.8 m]

16'-0''

(MAX.)

16'-0'' [4.8 m]

OR RAILROAD CROSSING

TRANSITION TO CATTLE GUARD

JOINT FILLER

3/4'' [19] PREFORMED

Use type ''Y'' joints when a construction joint is required.

Use the following curb and gutter joints:

markings.

Do not exceed 14 ft. [4.2 m] spacing. Whenever possible, place to coincide with lane

1. Type ''Y'' joint - no lateral restraint exists behind the curb.

2. Type ''B'' joint - full lateral constraint exists behind the curb.

lateral constraint.

foundation or other immovable object. Soil does not comprise full

a. Full lateral constraint exists when sidewalk or curb is placed against a

width.

Place type ''B'' joint at or near the centerline of roadways 40 ft. [12.0 m] or more in

at intersections.

Do not restrict longitudinal movement of transverse dowel jointed pavement slabs

Use type ''D'' joints when transverse dowel jointed concrete pavement is specified.

monolithically with pavement. Do not saw intermittent joints.

Extend transverse joint sawing through the curb when curb and gutter is placed

clockwise. Do not skew doweled transverse joints.

When design speeds exceed 45 mph [70 km/h], skew transverse joints 1L:6W counter

Do not exceed 16 ft. [4.8 m] spacing.

width of pavement.

Do not terminate transverse joints at the centerline. Span transverse joints the full

14'-0'' [4.2 m] (MAX.)

General Notes

or greater.

1. Intersecting joint angles at 90 degrees

2. Minimum joint length is 2 ft. [610].

3. Minimum slab length is 6 ft. [1.8 m].

Longitudinal Joint Notes

Transverse Joint Notes

URBAN PAVEMENT NOTES

4. T = Slab thickness.

intersections:

requirements for sawing joints at

Whenever possible, meet the following

does not exceed 14 ft. [4.2 m].

and gutter depth with the pavement. Delete longitudinal curb joint if overall slab width

When curb and gutter is placed monolithically with concrete pavement, match curb

T + 4'' [100]T + 4'' [100]

16'-0'' [4.8 m] MAX 16'-0'' [4.8 m] MAX

WBW

3 4

(SEE PLANS)

& GUTTER WIDTH

NORMAL CURB

JOINT FILLER

PREFORMED

414-1B414-1A

VALVE BOX COLLAR

CONCRETE MANHOLE COLLAR

WATER

JK/RCS

VALVE BOX COLLARS

STANDARD PLAN FOR DETAILS

SEE

STANDARD PLAN FOR DETAILS

SEE MANHOLE COLLARS

STANDARD PLAN FOR DETAILS

SEE CURB AND GUTTER

(SEE DETAILS)

MANHOLE COLLAR TYP.

VALVE BOX OR& GUTTER TYP.

FILLER THROUGH CURB

1/2'' [13] PREFORMED JOINT

OCTOBER 2018

STANDARD PLAN NUMBER

Date Issued:

SHEET of TRANSPORTATION

OF

WYOMING DEPARTMENT

DEPARTMENT OF

WYOMING

TRANSPORTATION Issued by:

STANDARD PLAN

Checked by:

Drawn by:

Designed by:

Note: Units shown in brackets [ ] are metric and are in millimeters (mm) unless other units are shown.

Previous Dwg. No.

38' [11.4 m]

38' [11.4 m]

38' [11.4 m]

4' [1.2 m]

4' [1.2 m]

4' [1.2 m]

4' [1.2 m]

4' [1.2 m]

3' [0.9 m]

[1.2 m]

4'

[1.2 m]

4'4' [1.2 m]

[1.2 m]

4'

[1.2 m]

4'12' [3.6 m] 12' [3.6 m]

12' [3.6 m] 12' [3.6 m]

12' [3.6 m] 12' [3.6 m] 12' [3.6 m] 12' [3.6 m]

12' [3.6 m] 12' [3.6 m] 12' [3.6 m] 12' [3.6 m]

12' [3.6 m] 12' [3.6 m]

12' [3.6 m] 12' [3.6 m]

12' [3.6 m]

12' [3.6 m] 12' [3.6 m] 12' [3.6 m] 12' [3.6 m]

12' [3.6 m]12' [3.6 m]12' [3.6 m]12' [3.6 m]

12' [3.6 m]

10' [3.0 m]

10' [3.0 m]

10' [3.0 m] 10' [3.0 m]

10' [3.0 m] 10' [3.0 m]

10' [3.0 m] 10' [3.0 m]

10' [3.0 m] 10' [3.0 m]

12' [3.6 m]

14' [4.2 m]

12' [3.6 m]

12' [3.6 m] TRAVELED WAY 12' [3.6 m] TRAVELED WAY

12' [3.6 m] TRAVELED WAY 12' [3.6 m] TRAVELED WAY

8' [2.4 m] 8' [2.4 m]

8' [2.4 m]

7' [2.1 m]

52' [15.6 m] (MIN.)

76' [22.8

76' [22.8

80' [24 m

68' [20.4 m]

56' [16.8 m

44' [13.2

[1.8 m]

6'

[1.8 m]

6'

[1.8 m]

6'

[1.8 m]

6'

[1.8 m]

6'

[1.8 m]

6'

[1.8 m]

6'

[1.8 m]

6'

4' [1.2 m] LOW VOLUME

8' [2.4 m] HIGH VOLUME

24' [7.2 m] OR 20' [6.0 m]

4' [1.2 m]

OR

8' [2.4 m]

4' [1.2 m]

OR

8' [2.4 m]

52' [15.6 m] OR 44' [13.2 m] (MIN.)

3' [0.9 m] LOW VOLUME

7' [2.1 m] HIGH VOLUME

[0.3 m]

1'

[0.3 m]

1'

24' [7.2 m] OR 20' [6.0 m]

VOLUME

LOW

VOLUME

HIGH

3' [0.9 m]

7' [2.1 m]

3' [0.9 m]1' [0.3 m] 1' [0.3 m]

LOW VOLUME

HIGH VOLUME

(CONCRETE SHOULDERS)

PLANT MIX

CL

CL

(CONCRETE SHOULDERS)

PLANT MIX

PLANT MIX

or orX

X

X

X

X X

XYY B B

(MIN.)

or or

X X

YY B B

(MIN.)

(CONCRETE SHOULDERS)

(CONCRETE SHOULDERS)

PLANT MIX

X X X X X X

X X XX

CL

CL

SHOULDERSHOULDER

(CURB & GUTTER)

(CURB & GUTTER)

CL

CL

SIDEWALKXX X X

SIDEWALKX X

B

(NO LONGITUDINAL JOINT)

MATERIALOR OTHERPLANT MIX

MATERIALOR OTHERPLANT MIX

MATERIALOR OTHERPLANT MIX

D (SEE PLANS)

D (SEE PLANS)

TRAVELED WAYTRAVELED WAY

CONCRETE PAVEMENT

PLANT MIX

CL

X

Y OR B (TYP.)

B

(CURB & GUTTER)

CL

X X X X XXSIDEWALK

X X X XB

CL

(CURB & GUTTER)

SIDEWALK

D (SEE PLANS)

D (SEE PLANS)

CURB & GUTTER

Y OR B (TYP.)

B

B

B

SHOULDER)

(MEDIAN TRAVELED WAY

TRAVELED WAY SHOULDEROUTSIDE

SHOULDER)(MEDIAN TRAVELED WAY TRAVELED WAY OUTSIDE SHOULDER

INSIDE SHOULDER OUTSIDE SHOULDERTRAVELED WAY

TRAVELED WAY

SHOULDERINSIDE

SHOULDEROUTSIDE

T.W. - TRAVELED WAY

- DENOTES JOINT TYPE

T.W. T.W. T.W. T.W.

T.W. T.W. T.W. T.W.

T.W. T.W. T.W. T.W.

T.W. T.W. T.W. T.W.

T.W. T.W.

T.W. T.W.

SHOULDER

SHOULDER

SHOULDER

SHOULDER SHOULDER

SHOULDER

SHOULDER

SHOULDER

TURN LANE

TURN LANE

TURN LANE

TURN LANE

* *

* *

*

*

*

*

TYPICAL LONGITUDINAL JOINTS

DIVIDED ROADWAYS INTERSTATE MAINLINE

DIVIDED ROADWAYS INTERSTATE MAINLINE

DIVIDED ROADWAYS INTERSTATE MAINLINE

ONE LANE RAMP

ONE LANE RAMP

TWO LANE RAMP WITH RAISED MEDIAN

TWO LANE RAMP WITH RAISED MEDIAN

FOUR LANE ROADWAY WITH LEFT TURN LANE

FOUR LANE ROADWAY WITH LEFT TURN LANE

FOUR LANE ROADWAY WITH LEFT TURN LANE

FOUR LANE ROADWAY WITHOUT LEFT TURN LANE

TWO LANE ROADWAY WITH LEFT TURN LANE

TWO LANE ROADWAY WITHOUT LEFT TURN LANE

LEGEND

OTHER MATERIALPLANT MIX OR

ENGINEERING SERVICES

WBW

(PLANT MIX SHOULDERS)

(PLANT MIX SHOULDERS)

(PLANT MIX SHOULDERS)

(PLANT MIX SHOULDERS)

(PLANT MIX SHOULDER & 14 ft. [4.2 m] WIDE CONC. SLAB.)

See urban pavement details.

approved by the engineer.

Site conditions may require joint modification as

General Notes

*

SHOULDERMEDIAN

OUTSIDE SHOULDER

8' [2.4 m] SHOULDER8' [2.4 m] SHOULDER

X

of urban roadways 40 ft. [12.0 m] or more in width.

Construct a type ''B'' joint at or near the centerline

Y OR B TYP

Y OR B TYP

WBW

JK

4 4

414-1B414-1A

OCTOBER 2018

STANDARD PLAN NUMBER

Date Issued:

SHEET of TRANSPORTATION

OF

WYOMING DEPARTMENT

DEPARTMENT OF

WYOMING

TRANSPORTATION Issued by:

STANDARD PLAN

Checked by:

Drawn by:

Designed by:

Note: Units shown in brackets [ ] are metric and are in millimeters (mm) unless other units are shown.

Previous Dwg. No.