ca-p-socal201802plan-fp14_07-11-18_signed.pdf

See sawed or formed Joint sealing detalls

1---A __ • __ A_·_. _·_A_ ·�--A-·_• __ A __ • __ A_:�JT

CONTRACTION JOINT

UNDOWELED - TRANSVERSE and

UNTIED - LONGITUDINAL

See sawed or formed Joint sealing details

Dowel bar@ 12" c-c

CONTRACTION JOINT

DOWELED - TRANSVERSE

See sawed or formed Joint sea/Ing deta/1s

' A A

18"

Tie bar @ 30" c-c

T/2

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CONTRACTION JOINT

TIED - LONGITUDINAL

Dowe/ cap See Isolation Joint sealing details

Dowel bar@ 12" c-c

ISOLATION/EXPANSION JOINT

DOWELED - TRANSVERSE

See Isolation Joint sealing details

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Fixture or structure

6 A · . ti.

ISOLATION JOINT

UNDOWELED - LONGITUDINAL

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T/3

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A

See construction joint sealing details

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CONSTRUCTION JOINT

PLAIN - TRANSVERSE or LONGITUDINAL

See construction Joint sealing details g•

Dowel bar@ 12" c-c

_T/2

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CONSTRUCnON JOINT

DOWEL BUTT - TRANSVERSE

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18"

Tie bar@ 30" c-c

18"

STATIS PROJECT SHEET

NUMBER

CA NPS PP SOCAL 2018(2) C.4

NPS PMIS NO.: 252◄53

NOTE:

1, Use epoxy-coated material for all tie bars, dowels, and other steel used In the construction of concrete pavement.

2. Deformed reinforcing bars or hook bolts may be used for tie bars.

3. Do not place tie bars within 15 inches of transverse joints.

4. Install Isolation Joints when abutting a fixed structure.

Use expansion joint material extending the full depth and length of the concrete surface.

_,,:::::::=:;:::::�"'c.. Transverse and longitudinal construction joints are not uded In the Joint layout plan. Use transverse and dlnal construction Joints sparingly. Submit planned ctfon Joint locations for approval.

ruction joints, if tie bars and dowels are not set te during placement, drill and anchor the tie owels Into the existing concrete construction resin.

int sealant shape factor of 1: 1; except when a/ant Is used maintain the width to depth shape

2: 1 or as recommended by sealant manufacturer.

·on 712 for Joint material requirements.

CONSTRUCnON JOINT

TIED BUTT - LONGITUDINAL

For Selection Only

A

See construction Joint sea/Ing details

#8 Tie bar@ 12• c•c

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18" 18"

CONSTRUCTION JOINT

TIED BUTT - TRANSVERSE

¾"typ.

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Joint sealant T/3

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Preformed A Joint filler

Joint sealant

A

Backer rod

A

¾"typ.

A

A

See construction joint seallng details T/3 x l ½" keyway i

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. T/3

.J:

A

1sn ne bar @ 30" c-c (or approved two

CONSTRUCTION JOINT piece connectors)

KEYWAY • LONGITUDINAL

BAR SIZES

PAVEMENT OOWELBAR

THICKNESS (T} TIE BAR DIAMETER

(In) (In) TS8 #5 l

8 < TS 10 #5 l¼

10 <TS 12 #6 l½

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

FEDERAL LANDS HIGHWAY

U.S. CUSTOMARY STANDARD

ISOLATION JOINT CONSTRUCTION JOINT SAWED OR FORMED JOINT MINOR CONCRETE

PAVEMENT JOINTS MINOR CONCRETE PAVEMENT JOINT SEAUNG DETAILS

NO SCALE

STAHDAAD "'"'ova, FOA USE -I- STANDARD

REVISED: ,no1, 501-2