TRANSVERSE JOINT SEQUENCING D D X D D X A SLAB APPROACH CONCRETE PAVEMENT SHOULDER WIDTH SHOULDER WIDTH SHOULDER WIDTH ( S EEP L AN S ) T R AN S I T I ONLE NG T H (SEE PLANS) TRANSITION LENGTH o r X Y D X A D Y Y E C X Y o r (SEE PLANS) TRANSITION LENGTH ( S EEP L AN S ) T R AN S I T I ONLE NG T H D D X A X Y o r D X A D Y Y X Y o r TAPER TAPER SEE NOTE 2 SEE NOTE 2 N O D T Y P E J O I N T S W I T H I N T H I S Z O N E SEE NOTE 2 SEE NOTE 2 N O D T Y P E J O I N T S W I T H I N T H I S Z O N E CONC. RAMP WIDTH CONC. RAMP WIDTH ET W ET W ABOVE RAMP DETAIL DETAIL AND SEE EXIT GORE REBAR-SEE NOTE 4 OR ETW ETW SHOULDER WIDTH TRAVELED WAY SHOULDER WIDTH AND TWO-WAY HIGHWAYS APPLIES TO DIVIDED HIGHWAYS FOR WIDTHS NOTE: SEE PROJECT PLANS SHOULDER WIDTH N O T Y P E D J O I N T S W I T H I N T H I S Z O N E N O T Y P E D J O I N T S W I T H I N T H I S Z O N E 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 Y OR 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 NOTE SEE NOTE SEE NOTE SEE 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 ' [ 35m] T A P E R 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 . 2m] 14 ' T Y P . 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 D E P A R T M E N T O F W YO M I N G 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.
4
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414-1B · 2018. 8. 8. · The plans will specify which ramps require transverse doweled joints. When specified, begin the use of See Concrete Pavement Joints Standard Plan for joint
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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.