13 1/

2"

TOP VIEW

1"45° 45°

NOT POURED AT THE SAME TIME.

CONSTRUCTION JOINTS WHEN THE ADJACENT LANE IS

KEY TYPE JOINT SHALL BE USED ON ALL LONGITUDINAL

LONGITUDINAL JOINT COMMON TO THE TWO LANES SHALL BE SAWED.

WHEN TWO ADJACENT LANES ARE POURED AT THE SAME TIME, THE

AS PER ENGINEER AT THE END OF CURVES

NON THROUGH LEG OF A T-INTERSECTION AND

TO BE USED AT THE END OF RETURN ON THE

15" 15"

JOINT SEALING FILLER

T

T

15"15"

T

13 1/2" TIE BAR PINS

T

15" 15"

AT NOT MORE THAN 15' INTERVALS.

CONTRACTION JOINTS SHALL BE PLACED

NOTE: CONTRACTION JOINTS SHALL BE SAWED.

T T

TIE BAR PIN

SAWED KEY TYPE

EXPANSION JOINT CONTRACTION JOINT TRANSVERSE CONSTRUCTION JOINT

PROPOSED TO EXISTING PAVEMENT

WIDTH OF SAW BLADE

WIDTH OF SAW BLADE

1/2"

7/8"

3/4"

T/2

1/4"

JOINT FILLER

EXPANSION

1" PREFORMED

BARS @ 4'-0" CENTERS

NO 5 ` 2'-6" EPOXY TIE

JOINT SEALING FILLER

13 1/2" TIE BAR PINS

JOINT SEALING FILLER

AS DIRECTED BY ENGINEER

KEYWAY OR THICKEND SLAB

EXISTING CONCRETE PAVEMENT

PROPOSED CONCRETE PAVING

1/4" RADIUS

JOINT SEALING FILLERJOINT SEALING FILLER

1/4" RADIUS

1/4" RADIUS

BARS @ 4'-0" CENTERS

NO 5 ` 2'-6" EPOXY TIE

BARS @ 4'-0" CENTERS

NO 5 ` 2'-6" EPOXY TIE

TIE BAR PINS AS SHOWN WILL BE USED.

A MECHANICAL TIE BAR PLACEMENT MACHINE IS NOT USED,

LONGITUDINAL TIE BARS IN LIEU OF THE TIE BAR PINS. IF

THE CONTRACTOR MAY USE A MACHINE FOR PLACING THE

SPECIFICATIONS.

STRUCTURAL GRADE BILLET STEEL IN ACCORDANCE WITH THE

ALL BARS SHALL SATISFY THE BEND TEST REQUIREMENTS FOR

TIE BARS SHALL BE EPOXY COATED DEFORMED BARS.

(HOT POURED TYPE) AS PER STANDARD SPECIFICATIONS.

ALL JOINTS SHALL BE SEALED WITH JOINT SEALING FILLER

ENGINEER.

THE TYPE SHOWN WITH PRIOR WRITTEN APPROVAL BY THE

EXPANSION AND CONTRACTION JOINT SUPPORTS IN LIEU OF

THE CONTRACTOR MAY SUBSTITUTE OTHER DESIGNS FOR

NOTE:

T/3

13 1/2" TIE BAR PINS

T/2

T/3

KEYED TYPE JOINT

T/2

16 GAUGE METAL

GROUTED INTO EXISTING PAVEMENT

4'-0" CENTERS TO BE DRILLED AND

NO 5 X 18" EPOXY TIE BARS @

JOINT SEALING FILLER

SLOT OPTIONAL

DIRECTION OR KEYWAY

T/2

T/2

.cfg

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DG

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11/27/2019

...\

2020

DG

N

Files\LSP_660s1.dgn

sicjrd

SHEET NO.

Drawn:

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Approved:

Date:

Horz. Scale:

PLAN NO.

660 1

CONCRETE PAVEMENT JOINT DETAILS

1/2/2020

N.T.S.

CAW

LSP 660

THOMAS S.

SHAFER

E-10679

RE

ENI

G

NE LIVI

C LANOISS

EF

OR

P

AKSARBEN FO E

TATS

This

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. Sha

fer,

E-10

679,

on

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19.

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ider

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cer

tifie

d do

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ent.

13'-0" WIDTH (13 BARS)

1'-0"1'-0"1'-0"1'-0"1'-0"3" 1'-0"3" 1'-0" 1'-0"1'-0" 1'-0" 1'-0" 3"3"

T

T/2

NOTE:

1'-0"

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2/11/2021

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2021

DG

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Files\LSP_660s2.d

gn

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SHEET NO.

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Date:

Horz. Scale:

PLAN NO.

DOWEL BARS

JOINT SEALING FILLER

LONGITUDINAL JOINT

BACK OF CURB OR

LONGITUDINAL JOINT

BACK OF CURB OR

SEALED JOINT

DOWEL BASKET WIRE

THE CONTRACTOR MAY SUBSTITUTE OTHER DESIGNS FOR

EXPANSION AND CONTRACTION JOINT SUPPORTS IN LIEU

OF THE TYPE SHOWN WITH PRIOR WRITTEN APPROVAL BY

THE ENGINEER.

DOWEL BARS SHALL BE EPOXY COATED AND A MINIMUM OF

TIE BARS SHALL BE DEFORMED BARS AND ALL OTHERS

SHALL BE SMOOTH.

FOR LOAD TRANSFER DEVICES IN LANES OTHER THAN THE

THE ENDS OF THE DOWEL BASKET WIRE SHALL NOT BE

LESS THAN 3" FROM THE EDGES OF THE PAVEMENT OR THE

LONGITUDINAL JOINT.

KEY TYPE LONGITUDINAL JOINTS AND TRANSVERSE

TIME OF CONCRETE PLACEMENT.

EXPANSION JOINTS SHALL NOT BE SKEWED.

T = PAVEMENT THICKNESS

ASSEMBLY PLAN

DOWEL BASKET WIRE WITH CHAIRS

18" IN LENGTH.

13' LANES SHOWN, MAINTAIN THE SPACING OF THE 18"

CONSTRUCTION JOINTS SHALL BE EDGED WITH 1/4" RADIUS AT

DOWEL BARS AT 1' INTERVALS.

660 2

CONCRETE PAVEMENT JOINT DETAILS

1/2/2021

N.T.S.

CAW

DOWEL BAR HEIGHT AND DIAMETER

LESS THAN 10"

10" OR MORE

THICKNESS (T)

PAVEMENT

BAR DIA.

MINIMUM

HEIGHT (T/2)

DOWEL BAR

TOLERANCE

SKEW

11/4

"

11/2

"

1/2

"+-T/2

T/21/2

"+-

DOWEL BAR *

*

LSP 660

1/4"

1/4"

THROUGH THE PAVING PROCESS.

THAT THE DOWELS MAINTAIN THEIR POSITION AND ELEVATION

DOWEL BARS SHALL BE SUFFICIENTLY ANCHORED TO ENSURE

DOWELED PORTLAND CEMENT CONCRETE (DPCC) PAVEMENT

CONTRACTION JOINT

THOMAS S.

SHAFER

E-10679

RE

ENI

G

NE LIVI

C LANOISS

EF

OR

P

AKSARBEN FO E

TATS

This

doc

umen

t was

orig

inal

ly is

sued

and

sea

led

by T

hom

as S

. Sha

fer,

E-10

679,

on

05-0

1-20

21.

This

med

ia s

houl

d no

t be

cons

ider

ed a

cer

tifie

d do

cum

ent.

LSP_660s1_WLSP_660s2_W