section 7 - dot.state.mn.us · with aashto m254 and the cut ends are not required to be coated,...

Section 7

Standard Plans And Plates

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’’




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


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





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


PLAN OF EXPANSION


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


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.


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

<


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


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.


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)


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


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


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



TRANSPORTATION

OF

DEPARTMENT


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STATE PROJ. NO.

DIRECTION OF TRAFFIC

EDGE OF PAVEMENT

EDGE OF PAVEMENT

W


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


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


TRANSPORTATION

OF

DEPARTMENT

CONCRETE RAMP/LOOP PAVEMENT

15 FT. PANEL LENGTH


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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:



TRANSPORTATION

OF

DEPARTMENT

PAVEMENT JOINTS

CONTRACTION (DESIGN C) AND EXPANSION (DESIGN E)


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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:



TRANSPORTATION

OF

DEPARTMENT

PAVEMENT JOINTS

LONGITUDINAL (DESIGN L)


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8-6-2014

STATE PROJ. NO.

section 7 - dot.state.mn.us · with aashto m254 and the cut ends are not required to be coated,...

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