40_-_2023_Std_Plans_9-3_to_9-5.pdf

PLAN

Typ

LINE,

LANE

SKEW < 20^

SKEW > 20^

10'-0"

BB OR EB

Exist

DECK

BRIDGE

Exist

PAVEMENT

ROADWAY

Exist HMA

WINGWALL

END OF Exist

BARRIER

OF Exist

FRONT FACE

TRANSVERSE JOINT

WALL

RETAINING

Exist

SKEW^

SEE

Const JOINT, LONGITUDINAL

OPTIONAL

SEE

APPROACH SLAB,

EDGE OF TYPE E-2

JOINT

TRANSVERSE

10'-0"

JOINT FILLER

¼" EXPANSION

DECK GRADE

MATCH Exist BRIDGE

C l r

10'-0"

Exist Abut BACKWALL

TO LANE LINES

PARALLEL

#7 @ 6

Exist BB OR EB

ABUTMENT BACKWALL

1'-0" INTO Exist

#5 x 2'-0" @ 12, DRILL & BOND

APPROACH SLAB (TYPE R)

PAY LIMITS FOR STRUCTURAL CONCRETE,

#5 @ 18 BOTH WAYS

LANE LINES

#6 @ 12 NORMAL TO

JOINT SEAL

#5 @ 6

SEE NOTE 1

TO LANE LINES,

PARALLEL

È

1'-0"

3"

6"

PARALLEL TO BB OR EB

#5 Cont Tot 3

SEALED JOINT JOINT SEAL ASSEMBLY

Min

M i n

TO BB OR EB

PARALLEL

#5 Cont Tot 4

1'-0" 1'-0"

6"

3"

JOINT FILLER

¼" EXPANSION

Abut BACKWALL

1'-0" INTO Exist

#5 x 2'-8" @ 12, DRILL & BOND

ASSEMBLY

JOINT SEAL

BLOCKOUT FOR

SEE NOTE 1

#5 @ 9

SEE NOTE 1

#5 @ 9

#5 BOTH WAYS

LANE LINES

#6 NORMAL TO

BACKWALL

Exist Abut

EXISTING BB OR EB

#5 Tot 2

DECK GRADE

MATCH Exist BRIDGE

Exist BB OR EB

SEE NOTE 2

1'-0" INTO Exist, #5 @ 18

DRILL & BOND

#5 BOTH WAYS

#6 NORMAL TO LANE LINES

ABUTMENT TIE DETAILS"

SEE "DIAPHRAGM

PARALLEL TO BB OR EB

#5 Cont, Tot 2

6"

EXISTING DIAPHRAGM ABUTMENT

MR < ½"

JOINT SEAL

1'-6"

SEE NOTE 1

TO LANE LINES,

#5 @ 6 PARALLEL

LANE LINES

#7 PARALLEL TO

SECTION A-A

EXISTING SEAT ABUTMENT

C l r

Max

PAVING NOTCH EXTENSION

FOR CONSTRUCTING

LIMIT OF EXCAVATION

SEE NOTE 2

1'-0" INTO Exist, DRILL & BOND

1'-6"

POLYSTYRENE

2" X 6" EXPANDED

PAPER

BUILDING

PAPER

BUILDING

Typ

JOINT FILLER

¼" EXPANSION

3'-0"

3"

TO BB OR EB

#5 Cont Tot 3 PARALLEL

JOINT FILLER

¼" EXPANSION

2"

Clr

Clr

2"

ASSEMBLY, Typ

AROUND ANCHOR

EXPANDED POLYSTYRENE

WITH 1"Ø HOLE

 ¼ x 2¼ x 2¼

SEAL BOTH ENDS OF PVC CONDUIT

M i n

DIAPHRAGM ABUTMENT TIE DETAILS

12" PAVING NOTCH 9" PAVING NOTCH

Exist BB OR EB

Exist BB OR EB

1'-6"

SEE NOTE 1

TO LANE LINES,

#5 @ 6 PARALLEL

È

#5 @ 6, SEE NOTE 1

BLOCKOUT IF NECESSARY

LINES, BEND TO AVOID

#7 PARALLEL TO LANE

see "SEALED JOINT"

For additional details not shown, NOTE:

see "EXISTING SEAT ABUTMENT"

For additional details not shown, NOTE:

see "12" PAVING NOTCH"

For details not shown, NOTE:

NOTES:

LEGEND:

Indicates Existing Structure

A

X-2

X-4

REMOVAL

LIMITS OF

IN 1" Ø x 2'-4" PVC CONDUIT

AND THREADED END. ROD ENCASED

¾" Ø Galv ROD @ 24 WITH NUT

ENGINEER

MUST BE AUTHORIZED BY

8" CLEAR, OTHER DEPTHS

#6 PARALLEL TO BB OR EB

and top mat cover 2½" clear in Freeze-Thaw Area.

* - All approach slab reinforcement shall be epoxy coated

6.

5.

4.

3.

2.

1.

SEE NOTE 5

PAVING NOTCH EXTENSION,

For details not shown, refer to Standard Plan B9-5.

Paving notch extension is required if existing diaphragm paving notch is < 6".

be placed parallel to BB or EB. Spacing of transverse reinforcement is

At the Contractor's option, approach slab transverse reinforcement may refer to Standard Plans P10 and P30.

Place dowels into the adjacent PCC pavement along the Transverse Joint, anchorages and other reinforcement in abutment, as needed.

Space reinforcement and abutment ties to avoid existing prestressing to avoid joint seal assembly anchorage.

For MR > 2", reinforcement must be normal to BB or EB and spaced

For MR < 2", adjust reinforcement to clear sawcut for sealed joint.

X-3

TYPE R (10)

STRUCTURE APPROACH

NO SCALE

DEPARTMENT OF TRANSPORTATION

STATE OF CALIFORNIA

T

O

A A

A A

B9-5

B9-5

B9-5

B6-21

Daniel Sessions

77723

6-30-23

COUNTY ROUTE

POST MILES

TOTAL PROJECT

SHEET TOTAL

SHEETS

PLANS APPROVAL DATE

No.

Exp.

R E

G I

S T

E R

E

D P

ROFESSIONA

L

E

N G I

N E

E R

S

TATE OF CALIFORNI

A

REGISTERED CIVIL ENGINEER

CIVIL

Dist No.

THE STATE OF CALIFORNIA OR ITS OFFICERS

OR AGENTS SHALL NOT BE RESPONSIBLE FOR

COPIES OF THIS PLAN SHEET.

THE ACCURACY OR COMPLETENESS OF SCANNED

May 1, 2023

B9-3

S T

A N

D A

R D

P

A

B

1-31-23

Return to Table of Contents

1'-6"

ABUTMENT TIE DETAILS

JOINT FILLER

¼" EXPANSION

Abut BACKWALL

¾"Ø x 8" BOLT

PARALLEL TO BB OR EB

#5 Cont Tot 2

WITH 1"Ø HOLE

 ¼ x 2¼ x 2¼

FILLER

¼" Exp Jt

PVC CONDUIT

ROD ENCASED IN 1"Ø x 2'-4"

NUT AND THREADED ENDS.

¾"Ø Galv ROD @ 24 WITH

TO BB OR EB

PARALLEL

#5 Cont Tot 2

Typ

C l r

COUPLING NUT

¾" Galv

SEAL BOTH ENDS OF PVC CONDUIT

6"

3" 3" 2"

½

2"

SEAT TYPE ABUTMENT DIAPHRAGM TYPE ABUTMENT

MR < 2" MR > 2"

BB OR EB

ASSEMBLY

AROUND ANCHOR

POLYSTYRENE

EXPANDED

JOINT SEAL

BACKWALL

INTO Abut

@ 12, 1'-3"

#5 x 2'-0"

2'-6"

SEE NOTE 1

LANE LINES,

PARALLEL TO

#5 @ 6

Min

BB OR EB

#5 @ 9

M i n

JOINT FILLER

¼" EXPANSION

Abut BACKWALL

TO BB OR EB

PARALLEL

#5 Cont Tot 4

6"

3"

1'-0" 1'-0"

BACKWALL

INTO Abut

@ 9, 1'-0"

#5 x 2'-8"

SEE NOTE 1

#5 @ 9

SEE NOTE 1

ASSEMBLY

JOINT SEAL

BLOCKOUT FOR

MR < ½"

JOINT SEAL,

SEE NOTE 1

PARALLEL TO LANE LINES,

#5 @ 6, 4.

3.

2.

1.

TYPE EQ (10)

STRUCTURE APPROACH

NO SCALE

DEPARTMENT OF TRANSPORTATION

STATE OF CALIFORNIA

NOTES:

BB OR EB

SKEW < 20^ SKEW > 20^PLAN

Typ

LINE,

LANE

OF BARRIER

FRONT FACE

DECK

BRIDGE

BB OR EB

10'-0"

PAVEMENT

HMA ROADWAY

SKEW^

JOINT

TRANSVERSE

10'-0"

RETAINING WALL

SEE

APPROACH SLAB,

EDGE OF TYPE E-2

SEE

Const JOINT, LONGITUDINAL

OPTIONAL

JOINT

TRANSVERSE

WINGWALL

END OF

SECTION A-A

C l r

TIE DETAILS"

SEE "ABUTMENT

BACKWALL

Abut

IF NECESSARY

BEND TO AVOID BLOCKOUT

PARALLEL TO LANE LINES,

#7 @ 6

BB OR EB

10'-0"

APPROACH SLAB (TYPE EQ)

PAY LIMITS FOR STRUCTURAL CONCRETE,

#5 @ 18 BOTH WAYS

LANE LINES

NORMAL TO

#6 @ 12

X-2

X-4 diaphragm type abutment similar.

NOTE: Seat type abutment shown, C

BY ENGINEER

MUST BE AUTHORIZED

8" Clr, OTHER DEPTHS

LEGEND:

minimum top mat cover 2½" in Freeze-Thaw Area.

* - All approach slab reinforcement shall be epoxy coated and

For details not shown, refer to Standard Plan B9-5.

reinforcement may be placed parallel to BB or EB. Spacing

At the Contractor's option, approach slab transverse

Transverse Joint, refer to Standard Plans P10 and P30.

Place dowels into the adjacent PCC pavement along the

BB or EB and spaced to avoid joint seal assembly anchorage.

sealed joint. For MR > 2", reinforcement must be normal to

For MR < 2", adjust reinforcement to clear sawcut for

X-3 A A

AA

B9-5

Daniel Sessions

77723

6-30-23

COUNTY ROUTE

POST MILES

TOTAL PROJECT

SHEET TOTAL

SHEETS

PLANS APPROVAL DATE

No.

Exp.

R E

G I

S T

E R

E

D P

G I

N E

E R

S

TATE OF CALIFORNI

A

REGISTERED CIVIL ENGINEER

CIVIL

Dist No.

THE STATE OF CALIFORNIA OR ITS OFFICERS

OR AGENTS SHALL NOT BE RESPONSIBLE FOR

COPIES OF THIS PLAN SHEET.

THE ACCURACY OR COMPLETENESS OF SCANNED

May 1, 2023

B9-4

A N

D A

JOINT ALTERNATIVES

LONGITUDINAL CONSTRUCTION

RECESSED KEY

CONTINUOUS

1½" x 3½"

2'-0"

STAGE 2STAGE 1

STAGE 1 STAGE 2

STAGE 1 STAGE 2

3" Typ

3" Typ

3" Typ

1'-3"6"

Min LAP

Min LAP

¾" Ø x 8" BOLT

STRUCTURE APPROACH

CONNECTING TO EXISTING

RECESSED KEY, OMIT IF

1½" x 3½" CONTINUOUS

OR Exist

THREADED ROD, Galv

¾" Ø x 1'-0" @ 12

Galv

COUPLING NUT,

¾" Ø x 3"

DETAIL X-3

RETAINING WALL

WINGWALL OR

APPROACH

STRUCTURE

#8 x 8'-0" @ 9

TPB

RETAINING WALL

WINGWALL OR

TPB

RETAINING WALL

WINGWALL OR

DRAIN

GEOCOMPOSITE DRAIN

GEOCOMPOSITE

Tot 5

#5 Cont, #5 x 4'-0" @ 18

9"

13-1

B0-13

Max

SHOWN

Reinf

BARRIER

NOT ALL

#5 @ 18

#10 @ 6 remove after concrete is placed.

Indicates Expanded Polystyrene, APPROACH

STRUCTURE

OVERHANG

MATCH DECK

OPTIONAL EDGE OF SLAB

TYPE E-1 TYPE E-2

APPROACH

STRUCTURE

2"

#10 @ 6 Tot 5

Tot 10 BARS

#10 BUNDLES @ 6

2'-0"

SEE NOTE 2

BARRIER,

SEE NOTE 2

BARRIER,

SEE NOTE 2

BARRIER,

DETAIL X-1 DETAIL X-2 TYPE R (10) AND EQ

DETAIL X-2

NO SCALE

SLAB DETAILS

STRUCTURE APPROACH

DEPARTMENT OF TRANSPORTATION

STATE OF CALIFORNIA

LOW SIDE ONLY

SEE "DETAIL B"

LOW SIDE ONLY

SEE "DETAIL B"

INTO 6" DEEP HOLE

DRILL AND BOND

#5 @ 12

BB OR EB

DECK

BRIDGE

6"

OR L3 x 3 x ¼

EDGE ANGLE PLAN

SEE NOTE 2

BARRIER,

NOTE 1

SEE

BACKWALL

ABUTMENT

1" CHAMFER

3" BONDING

3"

SMOOTH FINISH

3" BONDING ON

STRUCTURE APPROACH

WITH INSERTS

TEMPORARY BUMPER

ALTERNATIVE 1

Jt FILLER

¼" EXPANSION

DRAIN

GEOCOMPOSITEINTO CHAMFER)

(FOLD NEOPRENE

TEMPORARY BUMPER.

AND INSTALLING THE

ABUTMENT BACKWALL

BACKFILLING THE

PLACE PRIOR TO

?" x 1' NEOPRENE STRIP.

SMOOTH FINISH

3" BONDING ON

DETAIL C

SEE NOTE 3

JOINT SEAL (MR 2")

#5

SEE NOTE 4

4.

3.

2.

1.

NOTES:

match bridge deck protection in Freeze-Thaw Area.

Polyester concrete shall be placed across approach slab to when joint seal assembly is required.

Joint protection details shown for MR < 2". Details similar all concrete and standard post-beam barriers.

Solid concrete barrier shown, details similar for end of wingwall or end of structure approach as applicable.

End the plate or edge angle at beginning of barrier transition, Max

½"

2"

60^

AND NOTE A

SEE "EDGE ANGLE PLAN"

BENT Â ¼ x 6 (Galv), DETAIL B

NOTE A:

TOWARD WALL

SMOOTH SIDE

AND WALL WITH

BETWEEN SLAB

HARDBOARD

PLACE ¼"

curb with vertical face.

for concrete barrier or

Use L3 x 3 x ¼ (Galv)

BAR ¾ x ¼ x 8" @ 12

SEAL

POURABLE

2½"

BAR CHAIR DETAIL

AND 4'-0"± LONGITUDINALLY

#5 @ 3'-0"± TRANSVERSELY

DETAIL X-4

M i n

DETAIL A

PAVEMENT

HMA ROADWAY

JOINT FOR

TRANSVERSE

SLAB

APPROACH

EDGE OF

DESIGN NOTES

LIVE LOAD:

Slab span: L = 7.83 ft (10 ft Approach Slab)

Slab span: L = 24.5 ft (30 ft Approach Slab)

Equivalent strip width method: W = 12 ft

HL93 and permit design load

DEAD LOAD: Includes 35 psf for future wearing surface

LIMIT STATES:

FATand Fatigue I ( = 1.0)

Service I, Strength I & , Extreme

DESIGN:

preface dated January 2014

2012 Edition with Caltrans Amendments, AASHTO LRFD Bridge Design Specifications, REINFORCED CONCRETE:

n = 8 f' = 3.6 ksi f = 60 ksi c y

BENT Â ¼ x 6

B0-1

1-2

LEGEND:

Min lap splice for bottom Reinf in Freeze-Thaw Area shall be 3'-6".

and Bond dowels into a 9" deep hole.

stainless steel or epoxy-coated prefabricated 9" Drill

Threaded Rods and Dowels in Freeze-Thaw Area shall be

Daniel Sessions

77723

6-30-23

COUNTY ROUTE

POST MILES

TOTAL PROJECT

SHEET TOTAL

SHEETS

PLANS APPROVAL DATE

No.

Exp.

R E

G I

S T

E R

E

D P

G I

N E

E R

S

TATE OF CALIFORNI

A

REGISTERED CIVIL ENGINEER

CIVIL

Dist No.

THE STATE OF CALIFORNIA OR ITS OFFICERS

OR AGENTS SHALL NOT BE RESPONSIBLE FOR

COPIES OF THIS PLAN SHEET.

THE ACCURACY OR COMPLETENESS OF SCANNED

May 1, 2023

B9-5

A N

D A