section 7 - dot.state.mn.us · with aashto m254 and the cut ends are not required to be coated,...
TRANSCRIPT
NOTES:
BARS EQUALLY SPACED 12' MAX.)
151 0"
BAR REINFORCEMENT PLAN
DOWEL BAR ASSEMBLY
STANDARD PANEL LENGTHIS) MINIMUM ONE PANEL. MAXIMUM THREE 15' PANELS
TRANSVERSE JOINT '"J I
. L W + 2H
I ......... ~ ........... - . -~ .......... ~·
' Lt ' .. ' "' :···· ....
' . . •.·
' · . '
... --.... .
' ,,-- .... , . I ' '
45/~ \.
:· w I' ..
' . ' I
' ,
· .. · .. ...........
.. "'
~ +
u ~/
"' " /,
/ '
I TRANSVERSE
NT v.JOI
~~h- .. .. / L
' t
/ '
/ '
W • WIDTH OF CULVERT H-f • HEIGHT OF OVERFILL He = HEIGHT OF' CULVERT OR PIPE
CROSS-SECTION OF CULVERT OR PIPE NOTE= SEE PLANS FOR LOCATIONS WHERE REINFORCEMENT OR EXTRA REINFORCEMENT IS REQUIRED.
CONCRETE PANELS DO NOT NEED SUPPLEMENTAL REINFORCEMENT OVER EXISTING !UNDISTURBED! CULVERTS, STORM SEWERS AND WATER MAINS. THIS INCLUDES CONCRETE OVERLAYS UNLESS THE INPLACE PAVEMENT EXHIBITS DIFFERENTIAL SETTLEMENT ISSUES, THEN REINFORCE THE NEW CONCRETE PAVEMENT.
ALL REINFORCEMENT BARS SHALL BE EPOXY COATED AND COMPLY WITH SPEC. 3301.
DURING CONSTRUCTION, IF THE ENGINEER DETERMINES AN INCREASED POTENTIAL FOR DIFFERENTIAL SETTLEMENT, THEN REINFORCE THE NEW CONCRETE PAVEMENT. SUPPLEMENTAL REINFORCEMENT IS REQUIRED FORo CULVERTS WHERE Hf IS < 10'-Q". STORM SEWERS AND WATER MAINS WHERE Hf IS< 4'-0".
CONTACT THE UN/DOT CONCRETE ENGINEERING UNIT FOR USE IN ANY OTHER SITUATIONS.
(j) TIE BARS !FOR LIT JOINTI NOT REQUIRED IF TRANSVERSE BARS ARE CONTINUOUS THROUGH LONGITUDINAL JOINT.
® TIE ALL PERIPHERAL INTERSECTIONS AND A SUFFICIENT NUMBER OF INTERMEDIATE INTERSECTIONS TO PREVENT SHIFTING.
STATE OF MINNESOTA DEPARTMENT OF TRANSPORTATION
SPECinCATION REFERENCE
STANDARD PLATE
NO. SUPPLEMENTAL PAVEMENT REINFORCEMENT
2301
REVISED 3-22-2013 M.J.E.
1070M
STANDARD
PLATE
NO.
SPECIFICATION
REFERENCE
STATE OF MINNESOTA
DEPARTMENT OF TRANSPORTATION
12’ 0’’ LANE ( 11 BARS SPACED AT 12’’ ) 6’’
13’ 0’’ LANE ( 11 BARS SPACED AT 12’’ ) 6’’
13’ 6’’ LANE ( 11 BARS SPACED AT 12’’ ) 6’’
14’ 0’’ LANE ( 11 BARS SPACED AT 12’’ ) 6’’
3’-0’’
X
X
EDGE OF PAVEMENT < PAVING
< JOINT
SIDE RAIL
1/2’’ NOMINAL
t/2 ‘ 1/2’’
ELEVEN DOWELS AT 12’’ C. TO C.
SUBGRADE
1103K2301
SECTION X-X
15’’ TYPICAL
3’-6"
2’-6’’
1’-6’’
PLAN OF CONTRACTION
JOINT DOWEL ASSEMBLIES
SPACER WIRE
(4 PER UNIT)
ELEVATION OF CONTRACTION
JOINT DOWEL ASSEMBLY
DOWEL
WELD ALTERNATE ENDS
OF DOWEL BAR
1
2
3
4
NOTES:
OPTIONAL LEG SHAPES
ANCHOR PIN DETAILS
1’’ MIN.
12’’ MIN.
2’’
45^
ANCHOR PIN
#1/0 GAUGE WIRE
(0.306" DIAMETER)
1 OF 2
ELEVEN DOWELS
1
2
4
2
3
PERSPECTIVE OF CONTRACTION
JOINT DOWEL ASSEMBLY
EIGHT ANCHOR PINS PER UNIT (MINIMUM) PATTERN AS SHOWN
TYPICAL DOWEL BAR ASSEMBLY
CONTRACTION JOINT
PAVEMENT
DEPTH
(t)
2
2LOOPS
THREE DOWELS AT 12’’ C. TO C.
3
ELEVATION OF MINI BASKET
DOWEL ASSEMBLY
FOUR ANCHOR PINS PER UNIT
(MINIMUM) PATTERN AS SHOWN
DOWEL BARS:
-DOWELS ARE TO BE BILLET STEEL BARS PER AASHTO M31 (ASTM
GR 40 OR GR 60). SEE STANDARD PLAN 5-297.221 FOR DOWEL
BAR DIAMETERS.
-DOWELS SHALL BE COATED WITH EPOXY COATING IN ACCORDANCE
WITH AASHTO M254 AND THE CUT ENDS ARE NOT REQUIRED
TO BE COATED, COATING THICKNESS SHALL BE 7-13 MILS.
-DOWELS ARE TO BE CUT WITH STRAIGHT SURFACE AND DEBURRED.
-V-LEG OR U-LEG SHAPES ARE TO BE INSTALLED ON THE
INSIDE OR OUTSIDE OF SUBFRAME.
-ALL WIRE INTERSECTIONS ARE TO BE WELDED.
ANCHORING REQUREMENTS:
-PER LANE WIDTH, A MINIMUM OF (8) ANCHOR PINS EVENLY
SPACED (4 PER SIDE), TO PREVENT MOVEMENT OF BASKET
ASSEMBLY DURING CONSTRUCTION.
-ASSEMBLIES PLACED ON PAVEMENT OR PCC BASE SHALL
BE ANCHORED WITH DEVICES APPROVED BY THE ENGINEER.
FOR MINI BASKETS, A MINIMUM OF (4) ANCHOR PINS EVENLY
SPACED (2 PER SIDE) ARE REQUIRED.
DOWEL BAR ASSEMBLY:TOLERANCES:
- ‘1/4"/LINEAR FOOT UNLESS OTHERWISE SPECIFIED.
- BASKETS SHALL BE MANUFACTURED SO THAT THE DOWELS
ARE HORIZONTAL AND PARALLEL FROM EACH OTHER AND
PERPENDICULAR TO THE BASKET ‘1/8"/LINEAR FOOT.
- ON CENTER SHOULD BE ‘1/2".
- DOWELS SHOULD BE PLACED AT MID DEPTH OF SLAB
‘1/2" OR AS OTHERWISE SPECIFIED.
-SIDE RAILS USED SHALL BE 1/0 GA (0.306" DIAMETER) MINIMUM,
LOOPS USED SHALL BE 3 GA (0.243" DIAMETER) MINIMUM,
SPACER WIRES USED SHALL BE 7 GA (0.177" DIAMETER).
STATE DESIGN ENGINEER
APRIL 14, 2010APPROVED
STANDARD
PLATE
NO.
SPECIFICATION
REFERENCE
STATE OF MINNESOTA
DEPARTMENT OF TRANSPORTATION
1103K2301
2 OF 2
12’ 0’’ LANE ( 11 BARS SPACED AT 12’’ ) 6’’
13’ 0’’ LANE ( 11 BARS SPACED AT 12’’ ) 6’’
13’ 6’’ LANE ( 11 BARS SPACED AT 12’’ ) 6’’
14’ 0’’ LANE ( 11 BARS SPACED AT 12’’ ) 6’’
1’-6’’
2’-6’’
3’-0’’
SIDE RAILS FIXED END
FIXED END
FREE END
FREE END
WELD
RETAINER
RAILS
SPACER Y
Y
EDGE OF PAVEMENT < PAVING
3’-6’’
EIGHT ANCHOR PINS PER UNIT (MINIMUM) PATTERN AS SHOWN
SUBGRADE
< PAVING
RETAINER RAILSPACER
ELEVATION OF EXPANSION
JOINT DOWEL ASSEMBLY
PLAN OF EXPANSION
JOINT DOWEL ASSEMBLY
OPTIONAL LEG SHAPES
ANCHOR PIN DETAILS
1’’ MIN.
12’’ MIN.
2’’
45^
ANCHOR PIN
#1/0 GAUGE WIRE
(0.306" DIAMETER)
SIDE RAIL
WELD
< JOINT
6
5
SECTION Y-Y
SPACER = t - 1’’
WELD
ALTERNATE
1
2
3
4
5
6
NOTES:
PLACE METAL INSTALLATION SHIELDS FOR EXPANSION
JOINTS PARALLEL TO THE PAVEMENT SURFACE AND THE
PAVEMENT CENTERLINE WITHIN A TOLERANCE OF 1/4"
WITHIN THE LENGTH OF THE BAR.
TYPICAL DOWEL BAR ASSEMBLY
EXPANSION JOINT
SPACE FROM END OF DOWEL BAR TO END OF SLEEVE TO BE
EQUAL TO EXPANSION JOINT WIDTH (1" MINIMUM).
PERSPECTIVE OF EXPANSION
JOINT DOWEL ASSEMBLY
3
2
TUBE DOWEL
SLEEVE
t/2’’‘ 1/2’’
4
2
1DOWEL
SPACER (SPEC. 3702)
1/2’’ FOR E1H-D JOINT
1’’ FOR E2H-D JOINT
2’’ FOR E4H-D JOINT
PAVEMENT
DEPTH
(t)
2LOOPS
DOWEL BARS:
-V-LEG OR U-LEG SHAPES ARE TO BE INSTALLED ON THE
INSIDE OR OUTSIDE OF SUBFRAME.
-ALL WIRE INTERSECTIONS ARE TO BE WELDED.
DOWEL BAR ASSEMBLY:
ANCHORING REQUIREMENTS:
-PER LANE WIDTH, A MINIMUM OF (8) ANCHOR PINS EVENLY
SPACED (4 PER SIDE), TO PREVENT MOVEMENT OF BASKET
ASSEMBLY DURING CONSTRUCTION. ASSEMBLIES PLACED ON
PAVEMENT OR PCC BASE SHALL BE ANCHORED WITH DEVICES
APPROVED BY THE ENGINEER.
TOLERANCES:
-‘1/4"/LINEAR FOOT UNLESS OTHERWISE SPECIFIED.
-BASKETS SHALL BE MANUFACTURED SO THAT THE DOWELS
ARE HORIZONTAL AND PARALLEL FROM EACH OTHER AND
PERPENDICULAR TO THE BASKET ‘1/8"/LINEAR FOOT.
-ON CENTER SHOULD BE ‘1/2".
-DOWELS SHOULD BE PLACED AT MID DEPTH OF SLAB
‘1/2" OR AS OTHERWISE SPECIFIED.
1/2’’ NOMINAL
RETAINER RAILS
-DOWELS ARE TO BE BILLET STEEL BARS PER AASHTO M31 (ASTM
GR 40 OR GR 60). SEE STANDARD PLAN 5-297.221 FOR DOWEL
BAR DIAMETERS.
-DOWELS SHALL BE COATED WITH EPOXY COATING IN ACCORDANCE
WITH AASHTO M254 AND THE CUT ENDS ARE NOT REQUIRED
TO BE COATED, COATING THICKNESS SHALL BE 7-13 MILS.
-DOWELS ARE TO BE CUT WITH STRAIGHT SURFACE AND DEBURRED.
-SIDE RAILS USED SHALL BE 1/0 GA (0.306" DIAMETER) MINIMUM,
LOOPS USED SHALL BE 3 GA (0.243" DIAMETER) MINIMUM.
STATE DESIGN ENGINEER
APRIL 14, 2010APPROVED
; ... : ..... ......
CONSTRUCTION (j) HEADER JOINT
. . . ~ :~ .... . ·' ..... :~. ·. . ·' .....
...... .. :r~·.(· .. · ; ... : ...... :_ ... ~. ; .. ·. :· ~- : ......... .. .......... ·. :.: :·.: :.: : .. · <· :>~· ;~
DOWEL BAR SPLICER ASSEMBLY ..
•
PREVIOUS POUR I CURRENT POUR
51 TO 8' 5' TO 8'
I> END OF CONCRETE --~--~----~~-----L~P.OUR
PREVIOUS CONCRETE POUR
GRADE
PREVIOUS CONCRETE POUR
STAGE I
STAGE 2
THREAD DOWEL INSET INTO DOWEL SPLICER BAR
CURRENT CONCRETE POUR . . . 6
CONTRACTION JOINT
NOTES1
ALL REINFORCEMENT BARS SHALL BE EPOXY COATED AND COMPLY WITH SPEC. 3301. IN AREAS WHERE THE ENGINEER DETERMINES IT IS NOT FEASIBLE TO FURNISH AND INSTALL A DOWEL SPLICER BAR BASKET ASSEMBLY, THE TRANSVERSE CONSTRUCTION HEADER JOINTS SHALL BE FORMED BY INSTALLING A HEADER SHAPED TO CONFORM TO THE PAVEMENT CROSS-SECTIONS AND SLOTTED OR DRILLED FOR THE BARS.
(D NO. 1 TIE BARS 5' LONG, SPACED I' 6" C. TO C. MAX • ® SEE DOWEL SPLICER BAR, DOWEL INSERT, AND STAGES
OF CONSTRUCTION DETAILS • CD HEADER SHAPED TO PAVEMENT CROSS-SECTION AND
SLOTTED OR DRILLED FOR TIE BARS. REMOVE HEADER AND COMPLETE REMAINDER OF HEADER PANEL WHEN PAVING OPERATIONS ARE RESUMED. SEE DETAIL OF COMPLETED JOINT BELOW.
@ TOLERANCES• -±1/4"/LINEAR FOOT UNLESS OTHERWISE SPECIFIED. -BASKETS SHALL BE MANUFACTURED SO THAT THE DOWELS
ARE HORIZONTAL AND PARALLEL FROM EACH OTHER AND PERPENDICULAR TO THE BASKET :1:1/8" /LINEAR FOOT.
-ON CENTER SHOULD BE :1:1/2''. -DOWELS SHOULD BE PLACED AT MID DEPTH OF SLAB
:1:1/2" OR AS OTHERWISE SPECIFIED. @ ANCHORING REQUIREMENTS•
-PER LANE WIDTH, A MINIMUM OF 181 ANCHOR PINS EVENLY SPACED 14 PER SIDEJ, TO PREVENT MOVEMENT OF BASKET ASSEMBLY DURING CONSTRUCTION.
-ASSEMBLIES PLACED ON PAVEMENT OR PCC BASE SHALL BE ANCHORED WITH DEVICES APPROVED BY THE ENGINEER. FOR MINI BASKETS, A MINIMUM OF 141 ANCHOR PINS EVENLY SPACED 12 PER SIDEJ ARE REQUIRED.
@ THE JOINT SHALL BE SAWED AND SEALED SIMILAR TO THE OTHER CONTRACTION JOINTS.
1" DIAMETER X &• THIN WALL CONDUIT
THREADED PORTION OF DOWEL TO BE FILLED WITH GREASE
1" DIAMETER X 611
CLOSED CELL BACKER ROD INSIDE TUBE
DETAIL A
N0.7 DEF.REBAR GRADE 60
2'-6 11
j ~~ FORGED END
DOWEL SPLICER BAR
2'-6 11
1-1/2" THREADED --II- c NO.1 DEr. REBAR GRADE 60 STAGE 3
STAGES OF CONSTRUCTION DOWEL INSERT
APPROVED APRIL 14, 2010 STATE OF MINNESOTA SPECinCATION STAIIlARD ~------- DEPARTMENT OF TRANSPORTATION REFERENCE PLATE
- ST DE~NGINEER - CONCRETE HEADER JOINTS 2301 NO.
CONSTRUCTION HEADERS REVISED llSOR 3-22-2013 M.J.E. 1 OF 2
: :·~·. :_ :· .. = ; ... : ;.: • ...... :':: :: :.:" . ... • ·' . ::".
::.::
. ·' ·' . .. . ..... ; ..... .... . . .. . ... .. : .. · :". · ...... :" .. :
<D
.. I 5'0" 113"
----... ~----1-o: __ .,.~--CONCRETE PAVEMENT FLEXIBLE PAVEMENT
TEMPORARY@
t-{(":'c'.-\; ::.,•,::~.;'.;,;~"""""-"--.., -. . . ) . . :..'.."!:.~·. ::....~~~~~~~
I 3· 0" iJ- I8"
_____ ..:E=X=IS:..::TINA; CONCRETE I FUTURE CONCRETE
CONTRACTION ... CONTRACTION JOINT JOINT
I 5'TO 8' T 5'TO 8' I
9"~ t-{y~.-.~\~:-:.'~.;-:,~-;~;_:-:-~-:;~;~:~~:;~r~:i,,~\..:::\_:;::;:,_if;)·;~:~:;:~;:.p:::-;3
c;;::; TEMPORARY@
NOTES• ALL REINFORCEMENT BARS SHALL BE EPOXY COATED AND COMPLY WITH SPEC. 3301.
(i) NO. 7 TIE BARS 5' LONG. SPACED I' 6" C. TO C. MAX.
® WHEN TERMINAL HEADER IS TO REMAIN IN PLACE FOR 3 YEARS OR MOR~THE PERMANENT INSTALLATION SHOULD BE USED. WHEN THE TERMINAL HEADER IS TO REMAIN IN PLACE FOR LESS THAN 3 YEARS. THE TEMPORARY INSTALLATION SHOULD BE USED.
MIN.
PERMANENT@
EXISTING ..::..-o_N_CR_E_TE--1--FU_T_UR~\ CONCRETE
CONTRACTION CONTRACTION JOINT 5' TO 8' 5' TO 8' JOINT
I 9"7 I ~,. t-{ -~ .... ::·/::.~::/:= ..... ; ·:::~·~.:;·.~~::~: ·: .. :.:=~~0·£i~·-3
18'J~ 3 MIN.
PERMANENT@
@ DRILL AND GROUT WITH A MN/DOT APPROVED EPOXY OR NON-SHUNK GROUT; NO.1 BARS 18" LONG. SPACED 12" ON CENTER.
@ WHEN FUTURE CONCRETE IS BEING CONSTRUCTED ADJACENT TO THE PERMANENT HEADER. CONSTRUCT SAME TYPE OF PERMANENT HEADER. CONTACT THE CONCRETE ENGINEERING UNIT IF OTHER HEADERS ARE PRESENT.
APPROVED APRIL 14, 2010 STATE OF MINNESOTA SPECinCATION STANOARO
~------- DEPARTMENT OF TRANSPORTATION REFERENCE PLATE
- ST DE~NGINEER - CONCRETE HEADER JOINTS 2301 NO.
TERMINAL HEADERS REVISED 1150R 3-22-2013 M.J.E. 2 OF 2
4
ACCELERATION LANE
SHLD. P.I.
1.5' TO
SHLD. P.I.
1.5' TO
3
4
1
RAMPCONSTRUCTION
MAINLINECONSTRUCTION
ETC.
< MAINLINE
DECELERATION LANE
CONSTRUCTION NOTES:
1 2
3
4
ETC.
< MAINLINE
1
SEE OFFSET TABLE A
BE
G. O
R
EN
D
OF
NONREINFORCED
NONREINFORCED
5
L3U
E1H
L3U
L3U
L3U
E1H
8.0'
FR
OM
MAIN
LIN
E
<
1.5' TO SHLD. P.I.
4
PAVEMENT STRIPING
15' MAX.
15' MAX.
14.0'
13.0'
6' BIT. SHLD.
15' PANELS
4'' 6''
3''
1' MIN.
3' MAX.
16.0'
15' 15' 15'
3' 2' 1'
13.0'
14.0'
4' BIT. SHLD.
6' BIT. SHLD.
MAINLINE AT THE 42.41' POINT.
OF RAMP CURVE AND TANGENT OF
= 6° 56' 33'' BETWEEN TANGENT
289.0'
189.0'
1' MIN.
3' MAX.
4''
3''
15' PANELS
2' OFFSET
50'
1' OFFSET
50'
DISTANCE
OFFSET
DISTANCE
OFFSET
0'
22.00'
180'
31.26'
20'
22.47'
189'
32.00'
40'
23.08'
200'
32.99'
60' 80' 100' 120' 140'
23.83'
220'
34.86'
24.72'
240'
36.87'
25.75'
260'
39.02'
26.91'
280'
41.32'
28.22'
289'
42.41'
160'
29.67'
6
1.5' TO SHLD. P.I.
1.5' TO SHLD. P.I.
SHLD. P.I.
1.5' TO
1.5' TO SHLD. P.I.
1:15 TAPER
1:50 TAPER
3' BIT. SHLD.
6' BIT. SHLD.
1.5' TO SHLD. P.I.
1.5' TO SHLD. P.I.
6' BIT. SHLD.
4' BIT. SHLD.
3' BIT. SHLD.
1.5' TO SHLD. P.I.
SAME AS THE MAINLINE, EXCEPT WHERE NOTED OTHERWISE.
ACCELERATION LANES, INCLUDING TAPERS, SHALL BE THE
AND REINFORCEMENT FOR THE DECELERATION AND
PAVEMENT AND BASE THICKNESS, PANEL LENGTHS, JOINTS
LENGTH
15' PANEL
6''
E1H
E1H
8'
8'
5
5
2
8'8'
PAVEMENT STRIPING
E1H
L2KTU
L2KTU
L2KTU
RA
MP
ST
A.
=
< RAMP
< RAMP
L2KTU
L2KTU
L2KTU
AND COMPLY WITH SPEC. 3301.
ALL REINFORCEMENT BARS SHALL BE EPOXY COATED
JOINTS INSTEAD OF L2KTU JOINTS.
WHEN MAINLINE THICKNESS IS LESS THAN 7" USE L2TU
3
8' BIT. SHLD. (SEE TYPICAL SECTIONS)
CONSTRUCTION
MAINLINE
BE
G.
OR
EN
D
OF
RA
MP
ST
A.
=
A
PT. 4
2.4
1'
FR
OM
MAIN
LIN
E
<
8' BIT. SHLD. (SEE TYPICAL SECTIONS)
16'
8' BIT. SHLD.
1:15 TAPER
150'
555'
8'
RAMP
CONSTRUCTION
2 L2KTU
8'8'
CONNECT WITH A SMOOTH CURVE
PLOT STRIPING OFFSETS AND
WHERE MAINLINE IS CURVED,
CONNECT WITH A SMOOTH CURVE.
PLOT STRIPING OFFSETS AND
WHERE MAINLINE IS CURVED,
TO THE RAMP THICKNESS.
TRANSITION THE MAINLINE THICKNESS OVER TWO RAMP PANELS
6
6
A
PT. 4
1.0
0'
400'
900'
8'8'
SEE CONSTRUCTION PLANS FOR ACTUAL PROPOSED WIDTHS.
LANE AND SHOULDER WIDTHS MAY VARY FROM AS SHOWN.
16'
6' BIT. SHLD.
1:50 TAPER
15' MAX.
8' BIT. SHLD. (SEE TYPICAL SECTIONS)
X 18" REINFORCING BARS
PLACE TWO NO. 4
X 18" REINFORCING BARS
PLACE TWO NO. 4
JOINT.
6 FEET WIDE, TIE THE MAINLINE TO THE GORE WITH AN L2KTU
OF THE GORE TAPER. WHEN GORE AREAS ARE GREATER THAN
REINFORCEMENT BAR 4 1NCHES FROM AND ALONG EACH SIDE
THROUGH THE GORE AREA AS C1U JOINTS. PLACE A NO. 4
THE ADJACENT MAINLINE C1U-D JOINTS SHALL BE EXTENDED
AND BASE THICKNESS THE SAME AS THE MAINLINE.
IN GORE AREAS 6 FEET WIDE OR LESS, MAKE THE PAVEMENT
16'
L1U AND L1TU JOINTS, SPACED 4" AND 10" FROM JOINT.
PLACE TWO NO. 4 X 18" REINFORCING BARS AT ENDS OF
OFFSET FROM MAIN < TO RAMP <
TABLE A
1:15 TAPER
TAPER
1:5 TAPER
(SEE TYPICAL SECTIONS)
1:5 TAPER
L2KTU
L2KTU
AND JOINT INFORMATION
LENGTH, REINFORCEMENT
FOR RAMP PANEL
SEE STANDARD PLAN 5-297.219
JOINT INFORMATION
REINFORCEMENT AND
FOR RAMP PANEL LENGTH,
SEE STANDARD PLAN 5-297.219
L1TU
C1U-D
L1TU
L1U
C1U
L1TU
C1U-D
C1U-D
C1U-D
C1U-D
L1TU
C1U-D
L1TU
C1U-D
C1U
L1TU
L1TU
C1U-D
C1U-D
ONE L1U RELIEF JOINT.
E1H JOINT. WHEN THE WIDTH EXCEEDS 15 FEET, CONSTRUCT
BE SEPARATED FROM OTHER CONCRETE PAVEMENT BY AN
GORE WIDTH IS 6 FEET OR GREATER. THIS AREA SHALL
CONSTRUCT 15 F00T PANELS (MAINLINE THICKNESS) WHEN
AN L1TU OR L2KTU JOINT SHALL BE USED.
WHEN INSIDE SHOULDERS ARE CONSTRUCTED WITH CONCRETE
ACCELERATION AND DECELERATION LANE (RURAL)
STATE DESIGN ENGINEER
1 OF 1STANDARD PLAN 5-297.209
TRANSPORTATION
OF
DEPARTMENT
SHEET NO. OF SHEETS(T.H. )
APPROVED:
REVISED:
OT
S\D
esig
nSta
ndards\D
evelo
pment\
New
Border\2
00_Series\s
209_1_spn.d
gn
s209_1_spn
IP
LO
T
NA
ME:
PA
TH
&
FIL
EN
AM
E:
PL
OT
TE
D/
RE
VIS
ED:
4-A
PR-2
018
2-16-2016
15 FT. PANEL LENGTH
RIGID DESIGN MAINLINE JOINTED PAVEMENT
STATE PROJ. NO.
1' MIN.
3' MAX.
1
MAINLINECONSTRUCTION
WITH A SMOOTH CURVE
PLOT OFFSETS AND CONNECT
WHERE MAINLINE IS CURVED,
ETC.
< MAINLINE
DECELERATION LANE
CONSTRUCTION NOTES:
1
4
7
3
6
B424 C. & G.
6
BE
G.
OR
EN
D
OF
3
PAVEMENT STRIPING
500'
SEE STANDARD PLATE 7107
ENTRANCE NOSE900'
SEE STANDARD PLATE 7108
EXIT NOSE
6
4 3
90° 00'
11'86°
RAMP <
MAINLINE <
ETC.
< MAINLINE
1
SEE OFFSET TABLE A
ACCELERATION LANE
WITH A SMOOTH CURVE.
PLOT OFFSETS AND CONNECT
WHERE MAINLINE IS CURVED,
CONSTRUCTION
RAMP
CONSTRUCTION
MAINLINE
1' MIN.
3' MAX.
NONREINFORCED
NONREINFORCED
BE
G. O
R
EN
D
OF
L3U L2KTU
E1H
L3U
L2KTU
L3U
E1H
FR
OM
MAIN
LIN
E
<
FR
OM
MAIN
LIN
E
<
L2KTU
L2KTU
4
4
2
15.0' MAX.
2
7'
41'
5'
6' BERM
BERM
6'
12.0'
12.0'
A
PT. 4
1.0'
6' BERM
15'
3' 2' 1'
15' 15' 15'
4'' 6''
3''
10.0'
12.0'
12.0'
6' BERM
6' BERM
289.0'
MAINLINE AT THE 42.41' POINT.
OF RAMP CURVE AND TANGENT OF
= 6° 56' 33'' BETWEEN TANGENT
A
PT. 4
2.4
1'
189.0'
BERM
6'
15.0' MAX.
4''
6''
3''
10.0'
2' OFFSET 1' OFFSET
50' 50'OFFSET FROM MAINLINE < TO RAMP <
DISTANCE
OFFSET
DISTANCE
OFFSET
0'
22.00'
180'
31.26'
20'
22.47'
189'
32.00'
40'
23.08'
200'
32.99'
60' 80' 100' 120' 140'
23.83'
220'
34.86'
24.72'
240'
36.87'
25.75'
260'
39.02'
26.91'
280'
41.32'
28.22'
289'
42.41'
160'
29.67'
TABLE A
6
B424 C. & G.
11' 0''
8'
< RAMP
1:15 TAPER
1:50 TAPER
C. & G.
B424
C. & G.
B424
10.0'
RAMP CONSTRUCTION
15' PANEL LENGTH
L2KTU
L2KTU
E1H
12.0'
12.0' L2KTU
L2KTU
L2KTU
E1H
THE MAINLINE, EXCEPT WHERE NOTED OTHERWISE.
AND ACCELERATION LANES SHALL BE THE SAME AS
JOINTS AND REINFORCEMENT FOR THE DECELERATION
PAVEMENT AND BASE THICKNESS, PANEL LENGTHS,
6
2
2
2
2
2
6
2
5
RAMP PANELS TO THE RAMP THICKNESS.
THE MAINLINE THICKNESS SHOULD TRANSITION OVER TWO
7
7
8' 8'
8'
8'
5
5
150'
555'
DR4 CURB
RA
MP
ST
A.
=
L2KTU
< RAMP
RA
MP
ST
A.
=
DR4 CURB
L3U
AND COMPLY WITH SPEC. 3301.
ALL REINFORCEMENT BARS SHALL BE EPOXY COATED
DR4 CURB
1:15 TAPER
DR4 CURB
8'8'
DR4 CURB
15' PANELS
FOR ACTUAL WIDTHS.
DIMENSIONS SHOWN. SEE CONSTRUCTION PLANS
LANE AND SHOULDER WIDTHS MAY VARY FROM
< MAINLINE
< MAINLINE
L2KTU
L2KTU
L2KTU L3U
L3U
8'
8'
09''
C1U-D
C1U-D
8
6
SECTIONS)
(SEE TYP.
BIT. SHLD.
PAVEMENT STRIPING
SECTIONS)
(SEE TYP.
BIT. SHLD.
6
SECTIONS)
(SEE TYPICAL
BIT. SHLD.
D424 C. & G.
8
TO 4" CURB.
WHEN CONSTRUCING CURB AND GUTTER, SLOPE FROM 0"
D4 TO B4
10' CURB TRANSITION
D4 TO B4
TRANSITION
10' CURB
10' CURB TRANSITION B4 TO D4
SECTIONS)
(SEE TYPICAL
BIT. SHLD.
REINFORCING BARS
PLACE TWO NO. 4 X 18"
REINFORCING BARS
PLACE TWO NO. 4 X 18"
WHEN RAMP THICKNESS IS LESS THAN 7" USE L2TU JOINTS INSTEAD OF L2KTU JOINTS.
MAINLINE TO THE GORE WITH AN L2KTU JOINT.
EDGE OF THE GORE TAPER. WHEN GORE AREAS ARE GREATER THAN 6 FEET WIDE, TIE THE
AS C1U JOINTS. PLACE A NO. 4 REINFORCEMENT BAR 4 INCHES FROM AND ALONG EACH
THE ADJACENT MAINLINE C1U-D JOINTS SHALL BE EXTENDED THROUGH THE GORE AREA
WHEN INSIDE SHOULDERS ARE CONSTRUCTED WITH CONCRETE, CONSTRUCT A L2KTU JOINT.
REGARDLESS OF THE METHOD OF CONSTRUCTION USED.
OF DR4 CURB WITH L2KTU JOINT. PAYMENT WILL BE BASED ON THE DR4 CURB OPTION,
THE CONTRACTOR SHALL HAVE THE OPTION TO CONSTRUCT INTEGRANT CURB IN PLACE
OR GREATER. WHERE THE WIDTH EXCEEDS 15 FEET, CONSTRUCT ONE L1U RELIEF JOINT.
CONSTRUCT 15 F00T PANELS (MAINLINE THICKNESS) WHERE GORE WIDTH IS 6 FEET
C1U-D
C1U-D
C1U-D
L1TU
C2UC1U-D
L1TU
C1U-D
C1U-D
C1U-D
L1TU
C1U
C1U-D
L1U
L1TUC1U-D
C1U-D
C1U-D
L1TU
L1TU
PLACE TWO < TIE BARS AT ENDS OF L1U AND L1TU JOINTS AS SHOWN. ACCELERATION AND DECELERATION LANE (URBAN)
15 FT. PANEL LENGTH
RIGID DESIGN MAINLINE JOINTED PAVEMENT
STATE DESIGN ENGINEER
1 OF 1STANDARD PLAN 5-297.210
TRANSPORTATION
OF
DEPARTMENT
SHEET NO. OF SHEETS(T.H. )
APPROVED:
REVISED:
OT
S\D
esig
nSta
ndards\D
evelo
pment\
New
Border\2
00_Series\s
210
_1_spn.d
gn
s210
_1_spn
IP
LO
T
NA
ME:
PA
TH
&
FIL
EN
AM
E:
PL
OT
TE
D/
RE
VIS
ED:
4-A
PR-2
018
2-16-2016
STATE PROJ. NO.
DIRECTION OF TRAFFIC
EDGE OF PAVEMENT
EDGE OF PAVEMENT
W
DIRECTION OF TRAFFIC
DOWEL BAR ASSEMBLIES
<
t
DRIVERS RIGHT
RURAL DESIGN RAMP
SLOPE ALL ONE WAY
t
DRIVERS RIGHT
<SLOPE ALL
URBAN DESIGN RAMP
CROSS SECTION
ONE WAY
DIRECTION OF TRAFFIC
EDGE OF PAVEMENT
EDGE OF PAVEMENT
DOWELED
W
OV
ER 15'
TH
RU 22'
OV
ER 15'
TH
RU 22'
EDGE OF PAVEMENT
EDGE OF PAVEMENT
SEE TYPICAL SECTIONS AND PLAN SHEETS FOR CROSS
ALL REINFORCING BARS SHALL BE EPOXY COATED AND
DOWEL BAR ASSEMBLIES, WHEN REQUIRED, SHALL BE
3 EQUAL SPACES
RA
MP
<
W
15'
MA
X.
18''
MIN.
18''
MIN.
SLOPES AND PAVEMENT THICKNESS, t.
SIMILAR TO THOSE SHOWN ON STANDARD PLATE 1103.
STANDARD PLATE 1070.
15' 0'' 15' 0''
15' 0'' 15' 0''
15' 0'' 15' 0''
18'' MIN.
24'' MAX.
18'' MIN.
24'' MAX.
FOR t 10-1/2''
FOR t 10-1/2''
NOTES:
RAMP PAVEMENT 1 FT. THRU 15 FT. WIDTH RAMP PAVEMENT OVER 15 FT. THRU 22 FT. WIDTH
FOR SUPPLEMENTAL PAVEMENT REINFORCEMENT, SEE
PANEL REINFORCEMENT
COMPLY WITH SPEC. 3301.
AT t/2 ` 1''TIE BAR
AT t/2 ` 1''TIE BAR
1/2'' R. (TYP.)
PLACEMENT DEPTH SHALL BE PLANNED t/2 ` 1"
RATHER THAN PAVE GREATER THAN 15 FT. IN WIDTH.
IT IS PREFERRED TO ADD A LONGITUDINAL JOINT
PANELS OVER 15 FT. THRU 22 FT. WIDTHS
1
2
1
2
OR EQUAL TO 4'.
DOWELS USED WHEN PAVEMENT WIDTH IS GREATER THAN
INTEGRANT CURBS
SEALED.
METHOD OF CONSTRUCTION USED. DR4 JOINTS SHALL BE
BASED ON THE DR4 CURB OPTION, REGARDLESS OF THE
NOT BE REQUIRED IN THE CURB AREA. PAYMENT WILL BE
JOINTS. IN EITHER OPTION, DOWEL BAR ASSEMBLIES WILL
INTEGRANT CURBS IN PLACE OF DR4 CURB WITH L2KTU
THE CONTRACTOR SHALL HAVE THE OPTION TO CONSTRUCT
CROSS SECTION
NO. 4 TIE BARS AT 3' SPACING
NO. 5 TIE BARS AT 3' SPACING
FOR t 10-1/2''
4 - NO. 5 REINF. BARS
FOR t 10-1/2''
4 - NO. 4 REINF. BARS
C1U UNDOWELED C1U-D DOWELED
L1TU
C1U-D C1U-D
L1TU JOINT
L1TU JOINT
L2KTU JOINT
DR4 CURB
INSTEAD OF L2KTU JOINTS.
WHEN RAMP THICKNESS IS LESS THAN 7", USE L2TU JOINTS
REVISION:
APPROVED: FEBRUARY 16, 2016
REVISION:
DIRECTOR, OFFICE OF MATERIALS AND ROAD RESEARCH STATE DESIGN ENGINEER
1 OF 1STANDARD PLAN 5-297.219
TRANSPORTATION
OF
DEPARTMENT
CONCRETE RAMP/LOOP PAVEMENT
15 FT. PANEL LENGTH
SHEET NO. OF SHEETS(T.H. )
APPROVED:
REVISED:
OT
S\D
esig
nSta
ndards\D
evelo
pment\
New
Border\2
00_Series\s
219
_1_spn.d
gn
s219
_1_spn
IP
LO
T
NA
ME:
PA
TH
&
FIL
EN
AM
E:
PL
OT
TE
D/
RE
VIS
ED:
4-A
PR-2
018
2-16-2016
STATE PROJ. NO.
LEGEND EXAMPLE
DOWELS
WITHOUT
DOWELS
WITHDETAIL
JOINT
SPEC.
SEALER
JOINT
3/8''
1/8''
1/8''
4
t
tt
t
1/2''
1/2''
E1H-D E1H
1''
1''
1''
1''
2''
2''
1''
TUBE DOWEL SLEEVE
DOWEL BAR
DOWELS
WITH
DOWELS
WITHOUTDETAIL
JOINT
SPEC.
SEALER
JOINT
A
LEGEND EXAMPLE
E4H-D
JOINT TYPE TRANSVERSE
SEALER SIZE
NOMINAL
USE IN ALL 3/8'' JOINTS
11/16''
a
b
c
d
0.08'' 0.02''
0.25'' MIN.
0.63'' MIN.
REQUIRED DIMENSIONS
SLEEVE DETAIL
DOWEL BAR
THRU CURB
SECTION
PAVEMENT
TOP OF
2''
1''
TOP OF CURB
2''
E4H
( W/O DOWELS )
E2H-D E2H
( W/DOWELS ) ( W/O DOWELS )
THRU CURB
SECTION E4H-D
( W/DOWELS )
1/
4''
1/
2''
3/
4''
MUST BE
1/8'' WIDER
THAN JOINT1/8''
3/8''FINAL SAW CUT
3/8'' X 1-1/4''
3
2
4
C1U C1U-D UNSEALEDA
C3P C3P-D 3721C
C4S C4S-D
C5H C5H-D
3722
3725
D
E
C2H-D
BACKER ROD
0.69'' + 0.13'' - 0.05''
=
=
=
=E
NO.
H
DOWEL BAR DIAMETER TABLE
DIAMETER
DOWEL BAR
6" - 6 1/2" 1" OR NONE
1 1/4"
1 1/2"
a
3721
REFERENCE
SPEC.
b
c
d
IN JOINT ( 5 CELL MIN. )
SATISFACTORY INSTALLATION
TYPICAL SHAPE FOR
b
C2H C2H-D 3725B
3/16 "` 1/16"
C
D
3725
-D
E1H
E2H
E4H
E8H
E1H-D
E2H-D
E4H-D
B
3725
3725
3725
3725
WIDTH
JOINT
297.229
PLAN 5-
STANDARD
1/2"
1"
2"
2"
4"
DOWEL BARS
HOT POURED
JOINT REFERENCE
EXPANSION JOINT
2
AND BEAD THICKNESS OF 1/4".
SHALL BE TOOLED INTO THE JOINT MAINTAINING A SEAL
OF THE PAVEMENT. NON SELF-LEVELING SILICONE
TOP OF THE BACKER ROD IS 1/2"BELOW THE SURFACE
CELL BACKER ROD SHALL BE PLACED SUCH THAT THE
PRIOR TO SEALING THE JOINT, A 1/2" DIA. CLOSED
BE PLACED 1/2" BELOW THE TOP OF PAVEMENT.
SEALANT TEMPERATURES OF 400 DEGREES F. SHALL
CELL BACKER ROD CAPABLE OF WITHSTANDING
PRIOR TO SEALING THE JOINT, A 1/2" DIA. CLOSED5
LESS THAN 6" NONE
JOINT REFERENCE
CONTRACTION JOINT
SILICONE
PREFORMED
HOT POURED
UNSEALED
-D = DOWEL BARS
C =
NO. =
U =
H =
P =
S =
1/8''
SAWED & SEALEDSAWED & UNSEALED
SAWED AND SEALED
SAWED AND SEALED
SAWED AND SEALED
C1U & C2H
t
DOWEL BAR ASSEMBLY
C1U-D & C2H-D
t/
2
t t
DOWEL BAR ASSEMBLY
t/
2
C3P, C4S, C5H C3P-D, C4S-D, C5H-D
DESIGN C
CONTRACTION JOINTS
JOINT SEALER
DOWEL BAR ASSEMBLY
JOINT SEALER
DOWEL BAR ASSEMBLY
JOINT SEALER
JOINT SEALER
SEALER
JOINT
PREFORMED JOINT FILLER MATERIAL, SPEC. 3702.
(W/DOWELS) (W/O DOWELS)
REINFORCEMENT REQUIRED.
CLASS DESIGNATION TO BE USED AND SPECIAL
SEE PAVING LAYOUTS IN THE PLANS FOR JOINT
JOINT SEALER
ASSEMBLY
DOWEL BAR
WIDER THAN JOINT
MUST BE 1/8"
BACKER ROD
PAVEMENT SURFACE
TOP OF SEALER BELOW
3/4"
1/8'' ( + 1/8", - 1/16")
3/8''
1/8''
1 1/
2''
NOTES:
NOTES:
t
THICKNESS t
PAVEMENT
SEE JOINT DETAIL A OR B SEE JOINT DETAIL A OR B
SEE JOINT DETAIL C, D, OR E SEE JOINT DETAIL C, D, OR E
JOINT DETAIL A JOINT DETAIL B JOINT DETAIL C
JOINT DETAIL D JOINT DETAIL E
SUITABLE FILLET.
PERMITTED. ALL CORNERS SHALL BE PROVIDED WITH
"c" DEPTH. SHARP INTERNAL CORNERS WILL NOT BE
"a" DIMENSION SHALL APPLY AT ANY POINT THROUGHOUT
WHEN COMPRESSED, TO FIT THE JOINT DESIGN WIDTH.
SHALL BE 1/4'' MORE THAN THE PREFORMED SEALER,
WHEN USING PREFORMED JOINT SEALER, THE DEPTH
SEE CONTRACTION JOINT SEALER DETAIL.
WIDTH
JOINT
1/8"
1/8"
3/8"
3/8"
3/8"
t/
2t/
2
t/
2
SEALER
JOINT
JOINT SEALER
3/8'' JOINT SEALER
JOINT DETAIL B
JOINT DETAIL A
JOINT DETAIL DJOINT DETAIL C
JOINT FILLER
PREFORMED
PREFORMED JOINT FILLER
JOINT FILLER
PREFORMED
FILLER
JOINT
PREFORMED
FILLER
JOINT
PREFORMED
FILLER
JOINT
PREFORMED
33
3 5
& SEALER SPEC. TABLE
REFERENCE, DETAIL
CONTRACTION JOINT
3
AND DRIED BY SANDBLASTING AND AIR BLASTING.
WHEN SEALING, THE JOINT FACES SHALL BE CLEANED
& SEALER SPEC. TABLE
REFERENCE, DETAIL
EXPANSION JOINT
1
1
1
1
1
CURB SECTION D JOINTS FLUSH WITH SURFACE `1/8".
OF PAVEMENT SURFACE. MAKE TOP OF SEALER FOR
BLASTING. TOP OF SEALER, FLUSH TO 1/8" BELOW TOP
BE CLEANED AND DRIED BY SANDBLASTING AND AIR
JOINT SEALER SPEC. 3725. THE JOINT FACES SHALL
TO EXPANSION JOINT WITDH (1" MIN.)
TO END OF SLEEVE TO BE EQUAL
SPACE FROM END OF DOWEL BAR
JOINT REFERENCE
JOINT REFERENCE
1 1
1 1 1
FOR CONCRETE PAVEMENT - 1/4 THE PAVEMENT THICKNESS
FOR CONCRETE OVERLAYS - 1/3 THE PAVEMENT THICKNESS
JOINT DEPTH SHALL BE:1
SEE STANDARD PLATE 1103 FOR DOWEL BAR ASSEMBLY.
HEADER JOINTS.
SEE STANDARD PLATE 1150 FOR CONSTRUCTION OF
FOR CONCRETE MAINLINE/RAMP PAVEMENT.
SEE STANDARD PLANS 5-297.217 AND 5-297.219,
FOR DOWEL BAR ASSEMBLY, SEE STANDARD PLATE 1103.
JOINT WIDTH TOLERANCE IS + 1/16" TO - 1/32"
WITH THE MANUFACTURER'S RECOMMENDATIONS.
FURNISH AND INSTALL ALL JOINT SEALER IN ACCORDANCE
TYPE DETAIL
SEE PREFORMED ELASTOMERIC
PREFORMED ELASTOMERIC TYPE DETAIL
7" - 7 1/2" 1"
8" - 10"
10 1/2" AND GREATER
REVISION:
APPROVED: 8-6-2014
REVISION:
DIRECTOR, OFFICE OF MATERIALS AND ROAD RESEARCH STATE DESIGN ENGINEER
1 OF 2STANDARD PLAN 5-297.221
TRANSPORTATION
OF
DEPARTMENT
PAVEMENT JOINTS
CONTRACTION (DESIGN C) AND EXPANSION (DESIGN E)
SHEET NO. OF SHEETS(T.H. )
APPROVED:
REVISED:
OT
S\D
esig
nSta
ndards\D
evelo
pment\
New
Border\2
00_Series\s
221_
1_spn.d
gn
s221_
1_spn
IP
LO
T
NA
ME:
PA
TH
&
FIL
EN
AM
E:
PL
OT
TE
D/
RE
VIS
ED:
4-A
PR-2
018
8-6-2014
STATE PROJ. NO.
t/
2 ` 1''
t
TIE BARS
t
60° 60°
FIR
ST
SL
AB
SL
AB
SE
CO
ND
3/8''
1/
2''
1'' M
IN.
BAR POSITION IN FIRST SLAB
BAR POSITION IN SECOND SLAB
TIE BARS
WITHOUT
TIE BARS
WITH
& TIE BARS
WITH KEYWAY DETAIL
JOINT
LEGEND
L1U
L3U
L1TU
L2KTU
L2KTH
B
C
C
A
JOINT WIDTH TOLERANCE IS + 1/16 IN. TO - 1/32 IN.
L2KT
5
THAN JOINT
BE 1/8'' WIDER
BACKER ROD MUST
TAPERS.
LANES, EXCEPT BRIDGE APPROACH PANELS AND PAVEMENT
NORMALLY, TIED PAVEMENT WIDTHS SHALL NOT EXCEED FOUR
90°
SAWED & SEALEDt/
2 ` 1''
t
TIE BARS
KEYWAY
L2KTH
BUTTED
t
L3H
H
U
T
K
3
2
1
NO.
L
=
=
=
=
=
=
=
=
=
EXAMPLE
L2KTH
L1H L1TH
L3H
NONE
NONE
SPEC
SEALER
JOINT
UNSEALED
UNSEALED
UNSEALED
3725
3725
3725
1/8'' 1/8''
SAWED & SEALEDSAWED & UNSEALED
1/8''
6
CONCRETE MAINLINE AND RAMP PAVEMENT.
SEE STANDARD PLANS 5-297.217 AND 5-297.219 FOR
L1U & L1H
D
2-1/2"
1-1/8"
2"
PAVEMENT KEYWAY DETAIL
DREQUIRED.
DESIGNATIONS TO BE USED AND SPECIAL REINFORCEMENT
SEE PAVING LAYOUTS IN THE PLANS FOR JOINT CLASS
(TOLERANCE ` 1/4")
t
NOTES:
4 5
65
THICKNESS
PAVEMENT
t
THICKNESS
PAVEMENT
TIEBAR TABLE
TIEBAR SIZE LENGTH
30"
36"
30"
10-1/2"
10-1/2"
FIR
ST
SL
AB
SL
AB
SE
CO
ND
3'-0"
L3
L1T PAVING DETAIL
L1T
CO
NC
UR
EN
TL
Y
SL
AB
S
PA
VE
D
3'-0"3'-0"
L3 PAVING DETAIL
HOT POURED
UNSEALED
TIE BARS
KEYWAY
BUTTED CONSTRUCTION JOINT
TIED/KEYED CONSTRUCTION JOINT
PAVED CONSTRUCTION JOINT
JOINT REFERENCE
LONGITUDINAL JOINT
L2TU
L2TH
AND PAVING DETAIL
L2T & L2KT TIE BAR BENDING
t/
2 ` 1''
t
TIE BARS
t/
2 ` 1''
t
TIE BARS
KEYWAY
BUTTED
t
L2KTU L3UL2TU
L1TU & L1TH
t/
2 ` 1''
t
TIE BARS
L2TH
BE USED WITH APPROVAL OF THE ENGINEER.
EQUIVALENT CONSTRUCTION FEATURES MAY
OTHER APPROVED KEYWAY SHAPES GIVING
FORMED WITH MOLD OR METAL FORM.
KEYWAY ( 1-1/8" x 2" x 2-1/2") MAY BE
2
2
3
3
KEYWAY DIMENSION TABLE
7"TO 7-1/2"
SAW CUTTING OPERATION OR BY WATER BLASTING AFTER SAWING.
THE JOINT FACES SHALL BE CLEANED WITH WATER DURING THE4
3
2
OTHERWISE IN THE PLANS.
AND BENT 60° AS SHOWN, EXCEPT WHEN NOTED
JOINTS SHALL BE 3'-0" CENTER TO CENTER
THE TIE BAR SPACING FOR ALL L2T AND L2KT
1
1
1
JOINT DETAIL A JOINT DETAIL B JOINT DETAIL C
SEE JOINT DETAIL A OR B SEE JOINT DETAIL C SEE JOINT DETAIL C
SEE JOINT DETAIL A OR B
SEE JOINT DETAIL C
WIDTH
JOINT
1/8"
1/8"
3/8"
3/8"
JOINT SEALER
DETAIL & SEALER SPECIFICATION TABLE
LONGITUDINAL JOINT REFERENCE,
JOINT REFERENCE
CURB AND GUTTER
WHEN TYING TO
ALL THICKNESS
2" ABOVE THE CURB AND GUTTER GRADE.
MAINLINE, THE TIEBARS SHALL BE PLACED A MINIMUM OF
WHEN CURB AND GUTTER IS PLACED ADJACENT TO CONCRETE
SEALER SPECIFICATION TABLE TO DETERMINE JOINT DETAIL.
SEE THE LONGITUDINAL JOINT REFERENCE, DETAIL &
t/3 t/3 t/3
TO - 3/16" BELOW TOP OF PAVEMENT SURFACE
JOINT SEALER - TOP OF SEALER FLUSH
L2TH JOINTS UNLESS OTHERWISE ALLOWED BY THE ENGINEER.
CONCRETE PAVEMENTS LESS THAN 7" SHALL USE L2TU AND
THE ENGINEER.
USE L2KTU AND L2KTH JOINTS UNLESS OTHERWISE ALLOWED BY
CONCRETE PAVEMENTS GREATER THAN OR EQUAL TO 7" SHALL
BE PLACED 1/2" BELOW THE TOP OF THE PAVEMENT.
SEALANT TEMPERATURES OF 400 DEGREES F. SHALL
CLOSED CELL BACKER ROD CAPABLE OF WITHSTANDING
PRIOR TO SEALING THE JOINT, A 1/2" DIAMETER
SANDBLASTING AND AIR BLASTING.
THE JOINT FACES SHALL BE CLEANED AND DRIED BY
7"
10-1/2"
NO KEYWAY
3"
4"
5"
COMPLY WITH SPEC. 3301.
ALL TIE BARS SHALL BE EPOXY COATED AND
8"TO 10"
WITH THE MANUFACTURER'S RECOMMENDATIONS.
FURNISH AND INSTALL ALL JOINT SEALER IN ACCORDANCE
REQUIRED BY THE ENGINEER.
UNSEALED EXCEPT AS OTHERWISE NOTED IN THE PLAN OR
TIED/KEYED AND BUTTED CONSTRUCTION JOINTS SHALL BE
NO. 4
NO. 5
NO. 4
PAVEMENT.
NO. 4 X 2' - 6", WHEN TYING CURB & GUTTER TO
TIE BARS IN THE L2KT JOINTS SHALL BE
L1T JOINTS, WHEN TYING PAVEMENT TO PAVEMENT.
BE THE SAME SIZE AND LENGTH AS USED FOR THE
TIE BARS IN THE L2T AND L2KT JOINTS SHALL
REVISION:
APPROVED: 8-6-2014
REVISION:
DIRECTOR, OFFICE OF MATERIALS AND ROAD RESEARCH STATE DESIGN ENGINEER
2 OF 2STANDARD PLAN 5-297.221
TRANSPORTATION
OF
DEPARTMENT
PAVEMENT JOINTS
LONGITUDINAL (DESIGN L)
SHEET NO. OF SHEETS(T.H. )
APPROVED:
REVISED:
OT
S\D
esig
nSta
ndards\D
evelo
pment\
New
Border\2
00_Series\s
221_
2_spn.d
gn
s221_
2_spn
IP
LO
T
NA
ME:
PA
TH
&
FIL
EN
AM
E:
PL
OT
TE
D/
RE
VIS
ED:
4-A
PR-2
018
8-6-2014
STATE PROJ. NO.