sd 1 series (all) 1detail (sd 1.10 joint bar see open plans bridge **see spaced equally 8-#4 spaced...

professional engineer. C

ontents w

ithin the inner border line shall not be altered.

com

petent p

rofessional e

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ination a

nd v

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uitability a

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engineering principles and is for general use. It should not be used for specific application w

ithout

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Note to D

esigner:

PR

IOR

DIS

TR

IBU

TIO

N D

AT

E

DATE

INFRASTRUCTURE DELIVERY AND OPERATIONS DIVISION

ARIZONA DEPARTMENT OF TRANSPORTATION

DRAWING NO.

STANDARDS ENGINEER

RECOMMENDED FOR APPROVAL

GROUP MANAGER

APPROVED

STANDARDS COMMITTEE APPROVED FOR DISTRIBUTION

BRIDGE GROUP STANDARD DRAWING

BA

0

2

000

00

C D

"

1!5

1!9

7⅝

"7

⅝"

3�

1!6

4!010!0

1!5 8""3

�

7

A

Approach Slab

3!2

Footing

B C D

14!0

Taper Length 10!0 Vert.Lgth

4!01"| Sleeves (Typ)

9"

PLAN

Drawings)(See BridgeExp. Joint

Deck

Details)Standards for(See RoadwayTransitionGuardrailThrie-Beam

5"

See EmbedNote

ELEVATION

Item

SECTION A-A SECTION B-B BARRIER AND TRANSITION38" SINGLE SLOPE BRIDGE CONCRETE

Varies (To end of Wingwall/Ret. Wall) 16!0 Min

for paymentTransitionBarrier andEnd of Bridge

WallRetainingWingwall/

Anchor SlabFooting or

1!5

1!4½

9¼"7¼"

2"

12

"

3!2

9"

Min

2"

2½"

4"

½"

SpacedEqually8-#4

1½ " Clr(Typ)

6" Min

6"

4"

2"

12

"

3!2

2"

7¼"

1!4½

9¼"

** 3" Min

WallRetaining Wingwall or

OverhangBridge Deck

Anchor SlabSlab orApproach

8"

1!5

½

7"

4"

6" Min

1½ " Clr(Typ)

#5@12" #5@12"

6½"

4"

bar (Over backwall only)Delete #5 anchoragePlastic bond breaker.

2!1

1

5"

GENERAL NOTES:

38" Single Slope Bridge Concrete Barrier and

Transition

Item No.

Measurement Linear Foot

5"

Cont10-#5 3

" 2!6

6!0

2!1

5!8

for PCCP4!0 c.to c.Dowels @#5x3!0

5"

2!1

5!8

#5@12"

2"1!0

(Min)

(Typ)1" R

Anchor SlabApproach or2!0 intoEmbedded5-#5x4!0

3!2

(Typ)

1½" Clr

(Typ)

1½" Clr

(Typ)1" R (Min)

2"Varies

#5@12"

4!0

12"

SECTION C-C

SECTION D-D

Joint Filler (Typ)½" Bituminous

#5@12"

WallRetaining Wingwall/


#5x4'-0@12"

3!2

4!0

12"#5@12"

#5x4'-0@12"

Joint Filler (Typ)½" Bituminous

AC OVERLAY NOTE:

a thickness not exceeding 2 inches.concrete deck to receive an AC overlay with This barrier was designed to allow for the

*

*

*

on bridge (Typ)Align back to barrier

deckTop of

barrier footing shall be 5!0.approach slab, the minimum Length of the When using barrier on footing beyond the

(Typ)Joint Filler ½" Bituminous

Footing Length

length of barrier on footing shall be 20!0.used for other applications, the minimum When concrete barrier on footing is being

**

the thickness from the bridge plans.is assumed at the cheek wall. Verify A 1" bituminous joint filler thickness

k

k

6011150

12

/17

for Details)Standards (See RoadwayTransitionGuardrailThrie-Beam

(Typ)and SealantJoint Filler½" Bituminous

3" 2

!6

6!0

Cont10-#5

A. ALZUBI

D. EBERHART

(1 of 2) SD 1.10

sheet 2 of 2)Detail (SD 1.10Joint Bar See Open

PlansBridgeSee**

SpacedEqually8-#4

SpacedEqually8-#4

2¼" R

Bar (Typ)Anchorage#5@12"


1½" R

2¾" R


Dimensions shall not be scaled from drawings. barrier is continuous beyond the bridge.Omit bridge barrier transition when concrete the barrier (Item No. 6011150).Anchorage bars are included in the pay item for outside lane.located as shown at the approach end of the 1½"w x 2"h number impressions in concrete, Embed ½", Bridge Number and Year Built, using joints over piers.shall have ½" bituminous joint filler in open Concrete barriers on continuous superstructures cover unless noted otherwise.All reinforcing steel shall have 2 inch clear shall be to center of bars unless noted otherwise.All placement dimensions for reinforcing steel for reinforcing steel shall be out-to-out of bars.of AASHTO LRFD Article 5.10. All bend dimensions All bends and hooks shall meet the requirements 4000 feet. epoxy coated at locations above an elevation of furnished as Grade 60. All reinforcing shall be Specification A615. All reinforcing shall be Reinforcing steel shall conform to ASTM All Concrete shall be Class "S" (f'c = 4000 psi). Footing design is based on NCHRP Report 663. Equivalent Static Load (For footing design) = 28 Approved Bridge Railings. MASH Equivalency of NCHRP Report 350 - Dynamic load is based on NCHRP 20-07(395) Dynamic Load (For barrier Design) = 80 Design Loads: requirements for Test Level 4.by full-scale crash test to meet MASH 16 This barrier has been successfully evaluated Design Specifications, 8th Edition 2017.Design Specifications - AASHTO LRFD Bridge Road and Bridge Construction, latest edition.of Transportation Standard Specifications for Construction Specification - Arizona Department

(Typ)1" R

SpacedEqually8-#4 (Typ)

1" R

Cheek WallWingwall/

Approach Slab Length (SD 2.01)


6"

= 3!2Barrier Height

8"

1!5

½

7"

2¼" R

2!1

1

5"

2¾" R

1½" R

01/20

pro

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nal en

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eer. C

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ts w

ith

in

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all n

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.

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uitability a

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No

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D

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PR

IOR

DIS

TR

IBU

TIO

N D

AT

E

DATE



DRAWING NO.

STANDARDS ENGINEER


GROUP MANAGER

APPROVED



BARRIER AND TRANSITION

38" SINGLE SLOPE BRIDGE CONCRETE

(Typ)

1½ " Clr

1!4½

7¼" 9¼"

Spaced

Equally

8-#4

2!11

5"

#5@12"

#5@12"

8"

1!5½

7"

38

"

Discontinue

longitudinal

#4 @ Pier

\ Pier

10

"

OPEN JOINT DETAILS AT CONTINUOUS PIERS ONLY

10

"2

8"

38

"

SECTION

5"

9"

9"

38

"

5½"

Barrier

Deck &

Continuous

Joint Filler

½"Bituminous

Joint

Open

Joint Filler

½"Bituminous

End Cap (Typ)

Pipe Sleeve w/

1¼"| x 1!2 PVC

A588 Steel Bar &

1"| x 2!0 ASTM

28

"

(Typ)

Joint Filler

½" Bituminous

#4 Continuous

01/2

0

5"

Cont

10-#5

3" 2

!6

6!0

2!1

5!8

#5@12"

Wall

Retaining

Wingwall/

(Typ)

Joint Filler

½" Bituminous

for PCCP

4!0 c.to c.

Dowels @

#5x3!0

A. ALZUBI

D. EBERHART

(2 of 2)

SD 1.10

(Typ)

Joint Filler

½" Bituminous

6!0

#5 @ 6" (Typ)#5 @ 12"

(Typ)(Typ)

#5 Stirrups

Joints (Typ)

Piers & Open

#4's at Cont.

Longitudinal

Discontinue

2!11

5"

REINFORCEMENT AT OPEN JOINT SECTION

**7½"

taper lengthVaries at**

8"

1!5½

7"(Typ)

#5@12"

2½"

2¼" R

2¾" R

1½" R

(Typ)

1" R

2¾" R

1½" R

2¼" R

Open

Joint

Barrier

1!2 1!0

or Anchor Slab

Approach Slab,

Top of Deck,

38

"

Continuous Barrier On Footing

#4 Continuous

\ Pier

Top of Deck

ELEVATION

OPEN JOINT DETAILS AT EXPANSION JOINTS

Barrier

Top of

Cap (Typ)

PVC End

Sleeve (Typ)

PVC Pipe

1¼"|x 1!2

(Typ)

Steel Bar

1"| x 2!0

05/21

38

"

SECTION ELEVATION

AT CONTINUOUS PIERS ONLY

BARRIER HEIGHT = 38"


ontents w


com

petent p

rofessional e

xam

ination a

nd v

erification o

f i

ts s

uitability a

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ithout

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as b

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ith

reco

gn

ized

Note to D

esigner:

PR

IOR

DIS

TR

IBU

TIO

N D

AT

E

DATE



DRAWING NO.

STANDARDS ENGINEER


GROUP MANAGER

APPROVED



B

A

0

2

000

00

C D

4!010!0

7

A

Approach Slab

3!6

Footing

B C D

14!0

Taper Length 10!0 Vert.Lgth

4!0

9"

PLANDeck

1"| Sleeves (Typ)

1!9

7⅝

"

3�

"

1!5

7⅝

"

3�

"

1!5 8" 1!6

5"

NoteImbedSee

ELEVATION

Details)Standards for(See RoadwayTransitionGuardrailThrie-Beam

PlansBridgeSee

bar (Over backwall only)Delete #5 anchoragePlastic bond breaker. Anchor Slab

Approach or2!0 intoEmbedded5-#5x4!0

Bridge Plans)Joint (See Expansion

BARRIER AND TRANSITION42" SINGLE SLOPE BRIDGE CONCRETE

GENERAL NOTES:Varies (To end of Wingwall/Ret. Wall) 16!0 Min

WallRetainingWingwall/

for paymentTransitionBarrier andEnd of Bridge

Anchor SlabFooting or

1!7

1!6½

8" 10½"

½"

1!0

3!6

10

"

Min

2½"

2"

2"

OverhangBridge Deck

2"

1!6½

8" 10½"

WallRetainingWingwall or


** 3" Min

3!6

1!0

2"#5@9"

1½ " Clr(Typ)

4"

4"

6"

SECTION A-A SECTION B-B

8" Min

4"

1½ " Clr(Typ)

4"

SpacedEqually10-#5

SpacedEqually10-#5

8" Min

Item42" Single Slope Bridge Concrete Barrier and

Transition

Item No.

Measurement Linear Foot

2!1

5!8

#5@12"

2"1!2

(Min)

(Typ)1" R

3!2

(Typ)

1½" Clr

SpacedEqually10-#5

(Typ)

1½" Clr

(Typ)1" R (Min)

2"

SpacedEqually10-#5

Varies

#5@9"

4!0

12"

#5x4'-0@9"

SECTION C-C

SECTION D-D

#5@12"



#5@9"

4!0

12"

#5x4'-0@9"

(Typ)Joint Filler ½" Bituminous

(Typ)Joint Filler½" Bituminous

3!2

AC OVERLAY NOTE:

is used.deck when the 42" single slope concrete barrierNo AC overlay will be allowed on the bridge

k

k

deckTop of

*

*

barrier footing shall be 5!0.approach slab, the minimum Length of the When using barrier on footing beyond the

* Footing Length

length of barrier on footing shall be 20!0.used for other applications, the minimumWhen concrete barrier on footing is being

for Details)Standards(See RoadwayTransitionGuardrailThrie-Beam


**

on bridge (Typ)Align back to barrier

**

the thickness from the bridge plans.is assumed at the cheek wall. Verify A 1" bituminous joint filler thickness

6011151

12

/17

(Typ)and SealantJoint Filler½" Bituminous


5"

Cont10-#5

2!6

3"

6!0

6!0

3"

5"

Cont10-#5

2!1

5!8

2!6

A. ALZUBI

D. EBERHART

A. ALZUBI

D. EBERHART

(1 of 2) SD 1.11

sheet 2 of 2)Detail (SD 1.11Joint Bar See Open

3!3

5"

2¾" R

2⅛" R

1!9

10"9¼"

3" R

Cheek WallWingwall/

Approach Slab Length (SD 2.01)



Dimensions shall not be scaled from drawings. barrier is continuous beyond the bridge.Omit bridge barrier transition when concrete the barrier (Item No. 6011151).Anchorage bars are included in the pay item for outside lane.located as shown at the approach end of the 1½"w x 2"h number impressions in concrete, Embed ½", Bridge Number and Year Built, using joints over piers.shall have ½" bituminous joint filler in open Concrete barriers on continuous superstructures cover unless noted otherwise.All reinforcing steel shall have 2 inch clear shall be to center of bars unless noted otherwise.All placement dimensions for reinforcing steel for reinforcing steel shall be out-to-out of bars.of AASHTO LRFD Article 5.10. All bend dimensions All bends and hooks shall meet the requirements 4000 feet.epoxy coated at locations above an elevation offurnished as Grade 60. All reinforcing shall be Specification A615. All reinforcing shall be Reinforcing steel shall conform to ASTM All Concrete shall be Class "S" (f'c = 4000 psi). Footing design is based on NCHRP Report 663. Equivalent Static Load (For footing design) = 28 Approved Bridge Railings. MASH Equivalency of NCHRP Report 350 - Dynamic load is based on NCHRP 20-07(395) Dynamic Load (For barrier Design) = 160 Design Loads: to meet MASH 16 requirements for Test Level 5.geometry, which were successfully crash tested be of equal strength to barriers with like This barrier has been evaluated and approved to Design Specifications, 8th Edition 2017.Design Specifications - AASHTO LRFD Bridge Road and Bridge Construction, latest edition.of Transportation Standard Specifications for Construction Specification - Arizona Department



6"

#5@9"

(Typ)1" R

(Typ)1" R

6½"

= 3!2Barrier Height

3!3

5"

2¾" R

2⅛" R

1!9

10"9¼"

3" R

01/20


ontents w


co

mp

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t p

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xam

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The inform

ation presented in this S

tandard D

raw

ing has been prepared in accordance w

ith recognized

Note to D

esigner:

PR

IOR

DIS

TR

IBU

TIO

N D

AT

E

DATE



DRAWING NO.

STANDARDS ENGINEER


GROUP MANAGER

APPROVED



BARRIER AND TRANSITION

42" SINGLE SLOPE BRIDGE CONCRETE

2!1

5!8

#5@12"

taper lengthVaries at

for PCCP

4!0 c.to c.

Dowels @

#5x3!0

Cont

10-#5

Wall

Retaining

Wingwall/

32

"1

0"

8"

10

"1

0"

6½"

Discontinue

longitudinal

\ Pier

10"

32"

(Typ)

Joint Filler

½" Bituminous

#5 Continuous

#5 @ Pier

Joint

Open

Joint Filler

½"Bituminous

End Cap (Typ)

Pipe Sleeve w/

1¼"| x 1!2 PVC

A588 Steel Bar &

1"| x 2!0 ASTM

Barrier

Deck &

Continuous

Joint Filler

½"Bituminous

Joint Filler (Typ)

½" Bituminous

01/2

0

3" 2

!6

5"

6!0

A. ALZUBI

D. EBERHART

(2 of 2)

SD 1.11

(Typ)

Joint Filler

½" Bituminous

6!0

#5 @ 6" (Typ)#5 @ 9"

(Typ) (Typ)

#5 Stirrups

Joints (Typ)

Piers & Open

#5's at Cont.

Longitudinal

Discontinue

REINFORCEMENT AT OPEN JOINT SECTION

**

(Typ)

#5@9"

2½"

3!3

5"

2¾" R

2⅛" R

1!9

10"9¼"

3" R

2!1

1

5"

#5@12"

2¾" R

1½" R

(Typ)1" R

(Typ)

1½ " Clr

1!4½

7¼" 9¼"

#5@12"

38"

SpacedEqually8-#4

8"

1!5

½

7"

2¼" R

**7½"

CONTINUOUS BARRIER ON FOOTING

or Anchor SlabApproach Slab,Top of Deck,

42"

42"

#5 Continuous

\ Pier

Top of Deck

Open

Joint

Barrier

1!2 1!0BarrierTop of

Cap (Typ)PVC End

Sleeve (Typ)PVC Pipe1¼"|x 1!2

(Typ)Steel Bar1"| x 2!0

05/21

SECTION

OPEN JOINT DETAILS AT EXPANSION JOINTS

ELEVATION

OPEN JOINT DETAILS AT CONTINUOUS PIERS ONLY

SECTION ELEVATION

AT CONTINUOUS PIERS ONLY

BARRIER HEIGHT = 38"

42"

42"

A

A

B

B

C

C

5!0

2"

1!06!8 (Max)

0

2

000

007

See DETAIL A

Rail Splice

See DETAIL A

Rail Splice

Top of Deck

Top of Sidewalk

Top of Approach Slab

Typ

(Cover Plate)

P 4"x3"x�"L

10"

TYPICAL PANEL ELEVATION ELEVATION AT EXP. JT. ELEVATION AT END POST

GENERAL NOTES:

RAILING NOTES:

8"

9"

8"

8"

2"

3!0

1!6

4!6

1"

0.01>

1!0

6" 6"

2"

8-#5@9"Sidewalk

8"

3!5

8"

3!5

5!8 5"

#4@18"

5"

9"9"

1½"

surfaceRoughened

JointConstr.

L

Typ

SECTION A-A

2"

SECTION B-B

RailingSteel

SECTION C-C

8"

4!1

1

8"

4!1

1

9"9"

4!6

12-#5@9"

1!0

1!0

treatmentPlans for endSee Bridge

DETAIL A

NOTE:

ends of splice tube1 inch gap and weld bothexpansion joints, provideFor rail splices not at

4"

5½"1½"

8½"

1½"

4"

6½

"

9½

"

2¾

"

1½

"\ Parapet

2¼" 2¼"

PLATE DETAIL

Typ

1½

"

2¾

"¼

⅛

⅛

FootingSlab,orAnchorSlab,Approach

Sidewalk

footing details** See SD 1.10 for

TS 4"x 4"x¼" Post

Rail ElementsTS 4"x3"x¼"

Exp.Joint (See Bridge Drawings)

P 4"x4"x�" Cover Plate

Face Each#5@12"

Face Each#5@12"

¼OnlySideThis

Match Exp.

Jt.Opening

8" 8"

2"

TS 4"x3"x¼"

TS 5"x4"x�"x8"

Exp.Jt.

6!0 (Min)

pro

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Co

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uitability a

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PR

IOR

DIS

TR

IBU

TIO

N D

AT

E

DATE

INFRASTRUCTURE DELIVERY AND OPERATIONS DIVISIONARIZONA DEPARTMENT OF TRANSPORTATION

DRAWING NO.

STANDARDS ENGINEER


GROUP MANAGER

APPROVED



head on sidewalk side (Typ)w/ Hex Nut & Lock Washer. Round¾"|x8½" Round Head A325 Bolt

½" Tooled Radius (Typ)

See Imbed Note

Linear Foot

6011132

Item

Measurement

Item No.

Combination Pedestrian-Traffic

Bridge Railing

BRIDGE RAILINGCOMBINATION PEDESTRIAN-TRAFFIC

SD 1.12

(Typ)Joint Filler½"Bituminous

DadoConcrete


1" R

Eq. Spa.5-#4

ParapetConcrete

Min

DadoConcrete

Min

SidewalkApproach

Post\ Railing

03/0

9

8½"x9½"x¾" Base Plate

Retaining WallWingwall/

**

(Typ)

for ¾"| Bolt

\ of ⅞"| Hole

2"

Min

Retaining WallWingwall/


FootingSlab,orAnchorSlab,Approach**

(Typ)⅞"| Holes

anchorage bars (Over backwall only)Plastic bond breaker. Delete #5

A. ALZUBI

D. EBERHART

k

Dimensions shall not be scaled from drawings. No. 6011132).(SD 1.13) are included in the pay item (Item anchorage bars, sidewalk and PEDESTRIAN FENCE Labor and materials for railing, parapet, dado, as shown at the approach end of the outside lane.1½"w x 2"h number impressions in concrete, located Imbed ½", Bridge Number and Year Built, using joints over piers.shall have ½" bituminous joint filler in openConcrete parapets on continuous superstructures AWS D1.5 Bridge Welding Code, latest Edition.the American Welding Society, ANSI/AASHTO/All welding shall conform to the requirements of A36 unless noted otherwise.All other structural steel shall conform to ASTM Structural tubing (TS) shall be ASTM A500 Grade B. cover unless noted otherwise.All reinforcing steel shall have 1½inch clear shall be to center of bars unless noted otherwise.All placement dimensions for reinforcing steel for reinforcing steel shall be out-to-out of bars. of AASHTO LRFD Article 5.10. All bend dimensionsAll bends and hooks shall meet the requirements be epoxy coated at locations above EL.4000 ft.furnished as Grade 60. All reinforcing shallSpecification A615. All reinforcing shall beReinforcing steel shall conform to ASTM All Concrete shall be Class "S" (f'c = 4000 psi). Footing design is based on NCHRP Report 663. Equivalent Static Load (For footing design) = 28 Approved Bridge Railings. MASH Equivalency of NCHRP Report 350 - Dynamic load is based on NCHRP 20-07(395) Dynamic Load (For barrier Design) = 80 Design Loads: to meet MASH 16 requirements for Test Level 4.geometry, which were successfully crash tested be of equal strength to barriers with like This barrier has been evaluated and approved to Specifications, 8th Edition 2017.Design Specifications - AASHTO LRFD Bridge Design and Bridge Construction, latest Edition.Transportation Standard Specifications for RoadConstruction Specification - Arizona Department of

k

tube is not required with fence).For fence attachment details, see SD 1.13. (Lower rail the requirements of ASTM A153.nuts and washers shall be galvanized in accordance with All post bolt heads shall be on sidewalk side. All bolts, zinc powder and flux.by the application of a paste compound of an approved handling, transportation or welding shall be repaired A123. All galvanizing that has been damaged in galvanized after fabrication in accordance with ASTM structural steel rail assembly components shall be All exposed steel edges shall be ground smooth. All locations and rail end treatments.See Bridge Plans for rail layout, elevation, joint

Discontinuelongitudinal

10

"

OPEN JOINT SECTIONAT CONTINUOUS PIERS ONLY

26"

#5 Continuous

(Exp. Splice Shown)

8"

9"

8"

9"

3!5

3!5

FaceEach#5@12"

2!0

(Typ) #5's @ Pier(Typ)#5 @ 6"

(Typ)#5 @ 12"


Washer. 2" Projection (Typ)Threaded Rod w/Hex Nuts & Lock Nut & Lock Washer, or A193 B7 ¾"| x1!4 A325 Bolt w/Hex

Open Joint\ Pier or *

*

near open joints at continuous piersjoints is similar to stirrup reinforcement Parapet Stirrups Reinforcement at expansion

2½"

Top of Deck

8"

9"

8"

9"

3!5

3!5

8"

9"

8"

9"

3!5

3!5

3!0

01/20


ontents w


com

petent p

rofessional e

xam

ination a

nd v

erification o

f i

ts s

uitability a

nd a

pplicability b

y a

licensed


ithout

Th

e in

fo

rm

atio

n p

resen

ted

in

th

is S

tan

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D

raw

in

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as b

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ared

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ith

reco

gn

ized

Note to D

esigner:

PR

IOR

DIS

TR

IBU

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DRAWING NO.

STANDARDS ENGINEER


GROUP MANAGER

APPROVED



SD 1.13

03

/0

9

2"

1!0

6!8 (Max)

Top of Deck

Top of Sidewalk

10"

TYPICAL PANEL ELEVATION

1!0

3!0

1!9

5"

6"

4"

4!0

3 S

paces @

1!4

1!0

3"

11

½"

1!4

1!3

1!11

4½

"

DETAIL A

See SD 1.12

Rail Splice

DETAIL A

See SD 1.12

Rail Splice

D

D

C

C

C

C

B

B

A

A

3 Equal Spa.4" 4"

Pedestrian Fence

Pay limit for

1"C

lr.

(T

yp)

(Typ)

sidewalk side

Round head on

Lock Washer.

w/ Hex Nut &

Head A307 Bolt

⅜"|x3½"Round

(Typ)sidewalk sideRound head onLock Washer.w/ Hex Nut &Head A307 Bolt⅜"|x4½"Round

(Flattened Smooth)Expanded Metal½"-#13 Standard

Exp.Joint (See Bridge Drawings)

EXPANSION JOINTELEVATION AT

AT END POSTELEVATION

L

Expanded Metal

P 3"x2"x�"

Typ

⅛

Typ

¼

Typ

TS 4"x4"x¼"Rail Post

TS 4"x3"x¼"Railing

Sidewalk

Concrete Parapet

¼"

(T

yp)

1"

SECTION B-B

SECTION D-D

SECTION C-C

¾"

See SECTION C-C⅜"| Bolt

Strip 2"x�"

Expanded Metal

TS 2"x2"x�"

sides of expanded metaltack weld @ 12"to bothBend as shown and18 Ga. Galv.Sheet Metal

TS 2"x2"x�"

Expanded Metal

Strip 2"x�"

TS 2"x2"x�"

Expanded Metal

Strip 2"x�"

SECTION A-A

E

E

SECTION E-E

Typ

⅛

⅛

Typ

⅛

3"

¼"

¾"

3"

L

L

SpacersP 2"x2"x⅜"

F F

See COVER P DETAIL�" Cover Plate

L

8½"

\ Parapet

LSpacersP 2"x2"x⅜"

SpacersP 2"x2"x⅝"

2"

1"

1"

4"

4"

3¼"¾"

SECTION F-F

Fence PostTS 3"x2"x¼"

COVER P DETAILL

\ Railing & Fence Posts

(Typ)¼"R.

Plate�"Cover

SlabApproachTop of

50°

½"

(Typ)

Holes

Bolt

⅞"|

(Typ)holes for ½"bolts⅜"bolts and �"|Use �"| holes for

NOTE:

¼OnlySideThis

8" 8"

2"

TS 2"x2"x�"

DETAIL B

See DETAIL C

See DETAIL D

Typ

NOTE:

L

Match Exp.

Jt.Opening

TS 3"x3"x�"x8"

�

�

1"

& Lock Washer.(Typ)A307 Bolt w/ Hex Nut½"|x3½"Round Head

1"

TS 3"x2"x¼"

Expanded Metal

Strip 2"x�"

DETAIL C SECTION G-G

G

G

DETAIL D

Strip 2"x�"

H

H

SECTION H-H

MetalExpanded

See DETAIL D½"| Bolt

Typ

�

Typ

�

on sidewalk side.Washer. Round headHex Nut & LockHead A307 Bolt w/⅜"| x4½" Round

GENERAL NOTES:

(SD 1.12) (Item No. 6011132).item for COMBINATION PEDESTRIAN-TRAFFIC BRIDGE RAILINGPayment for PEDESTRIAN FENCE is included in the pay Dimensions shall not be scaled from drawings. railing and applicable notes.See SD 1.12 for details of concrete parapet, sidewalk, pedestrian fence.See Bridge Drawings for location and length of Welding Code, latest Edition.American Welding Society, ANSI/AASHTO/AWS D1.5 Bridge All welding shall conform to the requirements of the All fence components and hardware shall be Galvanized. unless noted otherwise. All other structural steel shall conform to ASTM A36 smooth (No sharp edges).Class 2, Grade A. Expanded metal shall be flattened Expanded metal shall conform to ASTM F1267 Type II, Structural tubing (TS) shall be ASTM A500 Grade B. Specifications, 8th Edition 2017.Design Specifications - AASHTO LRFD Bridge Design and Bridge Construction, latest Edition.Transportation Standard Specifications for RoadConstruction Specification - Arizona Department of

TS 3"x2"x¼" Post (Typ)

TS 2"x2"x�"(Typ)

L 2"x2"x�"x2"(Typ)

TS 2"x2"x�"(Typ)

L 2"x2"x�"x2"(Typ)

Post (Typ)TS 3"x2"x¼"

strips (Typ)and between vert.behind metal meshStrips on tubes2"x3/16"A36 Steel

(Typ)See DETAIL BTube Splice

mesh (Typ)behind metalcont.on tubesSteel Strips2"x3/16" A36

on sidewalk side (Typ)Lock Washer. Round headA307 Bolt w/ Hex Nut &⅜"| x4½" Round Head

on sidewalk side (Typ)Lock Washer. Round headA325 Bolt w/ Hex Nut &¾"| x8½" Round Head

fence postinstallingpost aftertop of railplate toWeld cover

on sidewalk side (Typ)Lock Washer. Round headA307 Bolt w/ Hex Nut &⅜"| x3½" Round Head

(Each side)SpacersP 2"x2"x⅝"

A. ALZUBI

D. EBERHART

BRIDGE RAILING SD 1.12PEDESTRIAN FENCE FOR

Strip 2"x�" (cont)

01/20


ontents w


com

petent p

rofessional e

xam

ination a

nd v

erification o

f i

ts s

uitability a

nd a

pplicability b

y a

licensed


ithout

Th

e in

fo

rm

atio

n p

resen

ted

in

th

is S

tan

dard

D

raw

in

g h

as b

een

p

rep

ared

in

acco

rd

an

ce w

ith

reco

gn

ized

Note to D

esigner:

PR

IOR

DIS

TR

IBU

TIO

N D

AT

E

DATE



DRAWING NO.

STANDARDS ENGINEER


GROUP MANAGER

APPROVED



3"

7"

2'-

8

8"

2¼

"4⅞

"

2'-6

1'-0

3'-2

15'-0

9'-11½

9¼

"7¼

"

1"

SLOPE BRIDGE BARRIERTRANSITION TO 38" SINGLE

32" TYPE F ROADWAY BARRIER

A

A

C

C

1'-3⅛

4⅞"

2¼"8"

7"

3"

22"

32"

SECTION C-C

2"

12

"

38

"2"

7¼"

1!4½

9¼"


3"

1"

1!5½

SECTION B-B

Varies

VariesVaries

15'-0

38" SINGLE SLOPE BRIDGE BARRIER32" TYPE F ROADWAY BARRIER TRANSITION TO

15'-0

Match Toe

Taper backside of barrier to match barrier

shown in section A-A

2"

15'-0

Match ToeTraffic Side


B

B

ELEVATION

PLAN

SECTION A-A

GutterBarrierRoadway

Gutter ShownRoadway Barrier

(Shown as existing)Barrier 32" Type F Concrete Half

for PCCP (Typ)@ 4'-0 c. to c.#5x3'-0 Dowels


8-#4

Anchor SlabApproach Slab/Barrier Footing/

Varies

A. ALZUBI

D. EBERHART

SD 1.20

Linear Foot

6011142

Item

Measurement

Item No.

32" Type F Roadway Barrier Transition

To 38" Single Slope Bridge Barrier

Varies

2"

Varies

1!5½

3"


(Typ)#5@12" 1½ " Clr

(Typ)

Varies

Va

rie

s

Varies

10"

2¼" R

1!9*

*

(Typ)#5@12"

as new)Barrier (Shown Concrete Bridge38" Single Slope

as neededand anchorage bar reinforcement Adjust transition barrier vertical *

9¼"

8-#4

See Roadway Standards for reinforcement See SD 1.10 (1 of 2) for reinforcement

Bar (Typ)Anchorage #5@12"


Cold Joint

1'-6

Cold Joint

01/20


ontents w


com

petent p

rofessional e

xam

ination a

nd v

erification o

f i

ts s

uitability a

nd a

pplicability b

y a

licensed


ithout

Th

e in

fo

rm

atio

n p

resen

ted

in

th

is S

tan

dard

D

raw

in

g h

as b

een

p

rep

ared

in

acco

rd

an

ce w

ith

reco

gn

ized

Note to D

esigner:

PR

IOR

DIS

TR

IBU

TIO

N D

AT

E

DATE



DRAWING NO.

STANDARDS ENGINEER


GROUP MANAGER

APPROVED



3"

7"

2'-

8

1'-

03

'-6

15'-0

9'-11½

15'-0

10

½"

1"

SLOPE BRIDGE BARRIER

TRANSITION TO 42" SINGLE


C

C

SECTION A-A SECTION C-C

2"

1!6½

8"10½"

42

"

12

"2"

1!7½

8"

1'-3⅛

4⅞"

2¼"8"

7"

3"

22"

32"

8"

2¼

"4⅞

"

A

A

SECTION B-B

Varies

Varies



2"

B

B

Match ToeMatch Toe


Traffic Side



Taper backside of barrier to match barrier

ELEVATION

PLAN

10-#5(Shown as existing)Barrier 32" Type F Concrete Half


Anchor SlabApproach Slab/Barrier Footing/ V

aries


A. ALZUBI

D. EBERHART

SD 1.21

Linear Foot

6011143

Item

Measurement

Item No.



2'-6


Varies

1"

3"

Varies Varies

1!7½

3"

2"

*


*

(Typ)#5@9"

Varies

10"

2¼" R

Va

rie

s

Varies


(Typ)#5@9"

10-#5

1½ " Clr

(Typ)


1!9



9¼"

Cold Joint

Cold Joint

1'-6

01/20


ontents w


com

petent p

rofessional e

xam

ination a

nd v

erification o

f i

ts s

uitability a

nd a

pplicability b

y a

licensed


ithout

Th

e in

fo

rm

atio

n p

resen

ted

in

th

is S

tan

dard

D

raw

in

g h

as b

een

p

rep

ared

in

acco

rd

an

ce w

ith

reco

gn

ized

Note to D

esigner:

PR

IOR

DIS

TR

IBU

TIO

N D

AT

E

DATE



DRAWING NO.

STANDARDS ENGINEER


GROUP MANAGER

APPROVED



3"

7"

3'-

6

8"

3⅜

"4⅞

"

1'-0

3'-6

15'-0

9'-11½

15'-0

10½

"

1"

SLOPE BRIDGE BARRIERTRANSITION TO 42" SINGLE


BA

A B

C

C

1'-4¼

4⅞"

3⅜"8"

SECTION A-A SECTION C-C

ELEVATION

PLAN

2"

1!6½

8"10½"


12

"

2"

1!7½

8"

7"

3"

32"

42"


GutterBarrierRoadway

42

"



Match Toe Match ToeTraffic Side

(Shown as existing)Barrier 42" Type F Concrete Half


(Typ)#5@9"

10-#5

2"


2"Taper backside of barrier to match barrier



A. ALZUBI

D. EBERHART

SD 1.22

Linear Foot

6011144

Item

Measurement

Item No.



2'-6

1"

3"

1!9

10"


SECTION B-B

Varies

Varies

Anchor SlabApproach Slab/Barrier Footing/ V

aries

Varies

Varies Varies

1!7½

3"

3!0 3!0

Varies

(Typ)#5@9"

10-#5


1½ " Clr

(Typ)

*

*


Varies



9¼"

Cold Joint

Cold Joint

1'-6

01/20

ELEVATION

PLAN

PLAN

ELEVATION

1 2

9"

9"

2"

6¼

"

8" 8" ⅝"⅝"

1!5¼

5½

"5

½" 1

!0¼

⅝"

⅝"

⅜"plate

1"

(T

yp

)

½"

½"

11

"

1!0

½"½" 8" 8"

1!5

⅛"thick gasket

COVER PLATE

NEOPRENE GASKET

½"

2"

1!6½

8" 8"1¼" 1¼"

2"x¼"bar (Typ)

½"x½" bar (Typ)

JUNCTION BOX FRAME

for 6-⅜"|x1½"BoltsDrill & Countersink

below �"holesinserts welded6-⅜"| threaded

JUNCTION BOX DETAIL

gasketNeoprene

½"x½"bar

GENERAL NOTES:

2"

⅛

G

� 1-4

1!0

9½

"

TYPE I JUNCTION BOX 1

TYPE II JUNCTION BOX 2

1!0

1¼

"1

1"

1¼

"

1!1

½

9½

"

9½

"

2"

of barrierBack face

HIGH VOLTAGE

ADOT ELECTRICAL

Typ

Typ

pro

fessio

na

l e

ng

ine

er.

Co

nte

nts

with

in t

he

in

ne

r b

ord

er lin

e s

ha

ll n

ot

be

alte

re

d.

com

pete

nt profe

ssio

nal exam

ination a

nd v

erific

ation o

f its s

uitability a

nd a

pplicability b

y a

lic

ensed

en

gin

ee

rin

g p

rin

cip

les a

nd

is f

or g

en

era

l u

se

. It

sh

ou

ld n

ot

be

use

d f

or s

pe

cific

ap

plica

tio

n w

ith

ou

tT

he

in

form

atio

n p

rese

nte

d in

th

is S

tan

da

rd D

raw

ing

ha

s b

ee

n p

rep

are

d in

acco

rda

nce

with

re

co

gn

ize

dN

ote

to

De

sig

ne

r:

PR

IOR

DIS

TR

IBU

TIO

N D

AT

E

DATE

INFRASTRUCTURE DELIVERY AND OPERATIONS DIVISIONARIZONA DEPARTMENT OF TRANSPORTATION

DRAWING NO.

STANDARDS ENGINEER


GROUP MANAGER

APPROVED



BARRIER JUNCTION BOX

cutout (Typ)\¼" Radius

in cover plateto match holes6-�"| holes

slabapproachEdge of

Threaded insert⅜"|x1¼" Min

(Typ)¼"Radius

On BridgeAt Approach Transition

#5

#5

#5

#5

BarrierTop of

SlabApproachTop of

SlabApproachTop of

DeckTop of

RebarsLong.#4 or #5

as shown the junction boxCut rebars around

(Typ)RebarsCut

junction box sides of therebars on both Cut Longitudinal

box of the junction top and bottom rebars on the Cut Vertical

junction box sides of therebars on both Cut Longitudinal

box of the junction top and bottom rebars on the Cut Vertical

Back Face Front Face

DeckEdge of

#5

#5

DeckTop of

BarrierTop of

(Typ)RebarsCut

Cut rebars around

the junction box as shown

1!4 Min

1!2

1!2

#5

#5

#5

#5

#5

#5

Typ

2"x¼"bar

⅜"Cover PL

Countersunk Bolt \ of ⅜"|x1½" note

conduit See

for the 42" Single Slope Barrier.Bridge Concrete Barrier. Details are similar Junction Box is shown for 38" Single Slope

JUNCTION BOX NOTE:

CONDUIT NOTE:

will be allowed.conduits will be allowed. No other configurations A maximum of three 2-inch or two 3-inch diameter

04/1

0

SD 1.30

box lip around junctionEliminate concrete

2!0 Eliminate lip

requires pre-approval by Bridge Group.Conduit placement in bridge barrier Dimensions shall not be scaled from drawings. AWS D1.5 Bridge Welding Code, latest Edition.the American Welding Society, ANSI/AASHTO/All welding shall conform to the requirements of say: "ADOT ELECTRICAL HIGH VOLTAGE".Cover plate shall have 1" letters embeded ⅛"to Chamfer all bottom edges of cover plate ⅛"x 45°. accordance with ASTM A123.shall be galvanized after fabrication inaccordance with ASTM A153. All other steelAll bolts, nuts and washers shall be galvanized in inserts shall be loop type (U.N.C. thread).All bolts shall conform to ASTM A307. Threaded Structural steel shall conform to ASTM A36. Specifications, 8th Edition 2017.Design Specifications - AASHTO LRFD Bridge Design and Bridge Construction, latest Edition.Transportation Standard Specifications for RoadConstruction Specification - Arizona Department of

01/20

7320475 Each

Item Item No. Measurement

Each7320476

Type I Junction Box

Type II Junction Box

A. ALZUBI

D. EBERHART

sd 1 series (all) 1detail (sd 1.10 joint bar see open plans bridge **see spaced equally 8-#4 spaced...

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