br200 - oregon.gov

*

*

*

***

***

***TYPICAL SECTION (Slip Formed)

DETAIL "D"

SECTION D-D

TYPE "B" JOINT DETAIL

(Slip-Formed)

ESTIMATED QUANTITIES

EXPANSION JOINT COVER PLATE

ELEVATION: CONCRETE BRIDGE RAIL (Fixed Forms)ELEVATION: CONCRETE BRIDGE RAIL (Slip Formed)

(Fixed Forms)

SCORING JOINT DETAIL OPEN OR EXPANSION JOINT DETAIL

TYPE 'B' JOINT DETAIL

TYPICAL SECTION (Fixed Forms)

PLAN: BARS AT OPEN

OR EXPANSION JOINTS

AND RAIL ENDS

(Slip-Formed)(Fixed Forms)

34"

12"

1116"

Concrete

Bars "a" & longit.

1" added Ht.

Fixed Forms

Slip Forms Bars "A, C & E"

Detail "A"

14.83 #/ft.

3"

3"

12"±

73

4"3

4"

34"

12"

10"

4"

1'-

10"

112"cl.

412"

412"

1'-0"

2'-

5"

412"

4"

4"

112" dee

p

14"

112"

(When Required by Bridge Plans)

2"cl.712" 71

2"

2'-8" Ht.

0.11 ft.³/ft.

10.81 #/ft.

Bar weight assume joints at 15'-0" ctrs.

10" R.

34" R.

112"cl.

Roadway Width

634"

412"

238"

478"

1'-4"

2'-

5"

412" 8"

7"

1'-

10"

3"

Details shown are general details only and should be

modified as needed to fit specific project requirements.

"N"

Max. Joint

Traffic

Direction

"J"

Opening + 1"

3"

"J"+12"

4"38" Steel Back

Cover Plate.

"J" = Joint Opening

at mean temp. See

Project Plans.

Opening + 2"

4"

8"

Spanned distance

@ Mean Temp.

6"

8"

min.

Max. Joint

5"

Expansio

n Jt. Filler).

3"

2'-

2" (1

4"

Preform

ed

Provide 1" dia. hole

through barrier

@ 10'-0" for

anchorage connectors

712" 71

2"

typ.

34" V-Groove

Csk Screw

Bars "b"

Bars "a"

Finish Grade

1" radius

(typ.)

1" radius

(typ.)

14" Preformed

Expansion Joint Filler

38" Steel Front Cover Plate

#3 bolster "U" bar

0.545 ft C.G.

112"cl.

112"cl.

min.

112"cl.

typ.

**2-#4

Detail "B"

34" wide x 11

2" deep

poured joint filler

34" preformed

expansion joint filler

*Varies

112"cl.

*11"

2'-

8"

**2-#4 Bars "C"

7-#4 Bars "C".

Stop 2" clear at all

joints and rail ends. **2-#4 Bars "E"

12" x 34"

scoring all

faces above

top of deck

Finish

Grade

Detail "C" Detail "A"

3" cl.

112"

deep

scored

joint

typ.

3"

Finish

Grade

Scoring joint,

see bridge plans

for location. Place

at equal spaces

15'-0" max. between

all other joints.

See Elevation for extra bars

at joints and rail ends.

typ.

1" dia. hole

through barrier

@ 10'-0" for


1" dia. hole through

barrier @ 10'-0" for


Accompanied by dwg. BR203

See TYPICAL SECTION (Fixed Forms)

and Elevation for details not shown,

"Z" bars not shown for clarity.

3-12" dia.

x 112" long

cap screws into

resin bonded

anchors (backside

of rail only)

Expansion Joint or12" to 1" Open Joint

(see Bridge Plans for

Exp. Joint width)

Use when water drains towards rail

and no deck joint seal is used.

Use joint fillers for length of

joint opening "J"+6".

#4 Bar "A" @ 712"

#4 Bar "b" @ 712"

#4 Bar "b"

@ 712"

#4 Bar "a"

@ 15"

1"X3"X10"± polyfoam

compression joint sealer

(Evazote or approved equal)

Roughen construction joint

See dwg. BR203 for rail on end panel.

4 extra Bars "a" and

"b" at each side of

open or exp. joints

and at rail ends

#4 Bar "a" @ 712"

See PLAN: BARS AT OPEN OR

EXPANSION JOINTS AND RAIL ENDS.

Add 4 extra Bar "a"

(or "A") front and back

face plus 4 extra Bar "b"

each side of open or exp.

joints and at rail ends.

Rail designed and crashed tested to meet NCHRP 350 TL-4 requirements.

Provide all reinforcing steel conforming to ASTM A706 or AASHTO M31

(ASTM A615) Grade 60.

Place all bars 2" clear of the nearest face of concrete unless shown otherwise.

Provide Class 3300 - 112 or 34 concrete.

Provide steel cover plates conforming to AASHTO M183 (ASTM A36).

Hot dip galvanize after fabrication.

At skewed bents up to 20° make joints parallel to the bent center line.

For skews greater than 20° make joints normal to rail.

Type "B" Joint,

place at � interior bents with

continuous deck

2-#4 Bars "Z" x panel length, 2" cl. required in all panels

adjacent to ends and all joints except scoring joints.

Double tie to bars "A", "b" and #4 longitudinal bars

for 12" each end. Bend as shown for 12" lap splice.

Place inside rebar cage and tie to back bars.

712"11

4"41

2"

GENERAL NOTES

NOTES

A

AB

BC

C

D

A

A

Scoring joint,

see bridge plans

for location. Place

at equal spaces

15'-0" max. between

all other joints.

Type 'B' Joint with 14" Preformed

Expansion Joint Filler. Place at �interior bents with continuous deck.

2 extra Bars "a" and

"b" at each side of

scoring joints, typ.

2 extra Bars "A" and

"b" at each side of

scoring joints, typ.

2.23 ft.³/ft.

br200.d

gn 06-2017

NOTE

3-12" dia. x 1" long

Csk galv. bolts A307

into resin-bonded

anchors (front side

of rail only)

#3 bolster "U" bar @

30" max. ctrs. and

each side of joints.D

4"

Section A-A Detail "A"

Section C-C Section B-B

Detail "B"

#4 BAR "A"

#3 BOLSTER

"U" BAR

Detail "C"

scored jt. (typ.)

112" deep scored

joint (typ.), see

Section A-A.

Appy Detail "C".

Place top of parapet 2'-8" above

finish grade. Increase dimensions

marked thus (*) by depth of ACWS.

** Continuous thru scoring joints, stop

2" clear at ends and all other joints.

6-#4 longit. bars.

Stop 2" clear at all

joints and rail ends

Effective Date:December 1, 2021 - May 31, 2022

2021

The selection and use of this

Standard Drawing, while de-

signed in accordance with

generally accepted engineer-

ing principles and practices,

is the sole responsibility of

the user and should not be

used without consulting a

Registered Professional En-

gineer.

the current Oregon Standard Specifications

All material and workmanship shall be in accordance withNOTE:

DATE

OREGON STANDARD DRAWINGS

CALC. BOOK NO. SDR DATE:

REVISION DESCRIPTION

BR200

- 20-April-2018

TYPE "F" CONCRETE RAIL

-

-

-

-

-

-

-

-

-

-

BR200

br203.d

gn 1

2/20/2018

PLAN

"219'-4" = 2

1(3) spaces @ 3'-1"437'-9" = 4

3(5) spaces @ 1'-65'-0" taper "4312

End Panel

Edge of Bridge Concrete Bridge RailW6 x 9, typ. *

ELEVATION

Guardrail Transition, each

Plans

See Grading

(2) 0.105" thick elements.

Thrie beam rail, double thickness,

element. See Std. Dwg. RD410

thickness, (1) 0.135" thick

Thrie beam rail, single

B

Front FaceBack Face

Bars "a"

Bar "b"

joint. See Bridge Plans

joint filler or expansion

" preformed expansion 43

(6) - #7 x 10'-0"

DETAIL A

2'-6"

1"

"2111"4

17

See Detail A

Thrie Beam Terminal Connector

Post

�

A

A

" cl. typ.211

Bars "a"

Bar "b"

(2) - #5

2" cl.

SECTION A-A

2" cl.

5'-0" taper

(6) - #7 x 10'-0"

#4

W8 x 15

31"

"2

12

W6 x 9

SECTION B-B

FRONT VIEW SIDE VIEW BACK VIEW

"8

57

"4

36

"8

31'-

9

"8

57

"4

14

"8

71'-

6

"8

71'-

6"

21

2

B

Accompanied by dwgs. BR165, BR200, RD410 and RD482


Provide steel for wide-flange posts conforming to AASHTO M183 (ASTM A36).

GENERAL NOTES:

THRIE BEAM BLOCK (W8 x 15)

" max. beyond nut. Grind smooth and cold galvanize.43extend

with low-impact rotary drill. Cut bolts after installation so they

") in hardened concrete 81Drill horizontal bolt holes (bolt dia. +

NOTE:

"2

1

Pay Length for Bridge Rail

"851'-

jam nuts, snug tight.

washers and lock nuts or

A325), w/std. steel

" dia. bolts (ASTM 87

(6) -

lock nuts or jam nuts.

(on back side) and

w/std. steel washers

bolts (ASTM A307)

" dia. post 85

(2) -

Alternate with full length bars @ 6"

#4 x 7'-0" @ 12" with 180° hook

blocks, typ.

8" x 8" timber

W8 x 15, typ.

#4

Rebar

Placement

Sketch

" cl. typ.

21

1

" cl.

21

2� Holes

End of Bridge End Panel

All posts to be of same material.

* Transition posts may be steel W6x9 or timber 8" x 8".

" typ.43

" dia. holes, typ.43

4"

31"

"217


20212021

1

1










gineer.



DATE




BR203

- 20-April-2018

GUARDRAIL

CONCRETE RAIL TO

TRANSITION TYPE "F"

10/2020

-

-

-

-

Update: Changed RD480 to RD482

-

-

-

-

BR203

PLAN

ELEVATION

ALTERNATE POST

BASE PLATE DETAILANCHOR PLATE DETAIL

PLATE WASHER "C"RAIL CAP DETAIL

RAIL SPLICE DETAIL

CURB AND POST DETAIL

2"

Roadway Width

1"

1'-

2"

112"

212"cl.

9"

1334"

4"

4"

L/4 ± 6"

78"11

4"

218"

78"

78"

134"

114"

212"

114"

114"

5"Roadway

Side

18

typ.

112" 41

2" 412" 11

2"

12"

112"

112"

13"

516

6"

112"

112"

5"

5"

13"

112" 41

2" 412" 11

2"

12"

512" 4"

316

414" typ.

316

414"

typ.

516

516

612"

8"5"

5"

3'-9"

2'-534"

1'-6"

412"

cl.


112"±

o-o

o-o

1'-1114"

2'-1"

0.820 ft. C.G.

grout

112"cl.

#4 @ 18" max.

7" *

typ.

34

typ.

typ.34

1'-1114"

typ.

Curb taper

Curb taper

514"

1'-512"

114"

7'-0" max. spacing to end post

8" 8"

10"

(typ., each end)

10'-0" max. post spacing (except as noted at each end)

L= post spacing

1'-634"2-#4 U-bars at each post

Pay Length for Bridge Rail (See Bridge Plans for rail length & post spacing)br206.d

gn 12-2020

Bars "A" @ 18"

Bar "A"

Rail trailing end

Rail Splice

6" dia. hole

holes). galvanizing not required.

x 12 x 13 (with 4-1" dia.83 PL

" dia. hole87

41PL

2"

"431

5"

member

Rail tube

" to provide zinc drains.43corners

, cope43 x 44

3 x 4163PL

Leg of connection angle.

locking nuts or nuts and jam nuts.

Install angle with washers and self

on each rail cap at guardrail connections.

" dia. reduced weld base studs432-

PL 1

Post

" dia. anchor bolts87

" dia. holes for814-1

83 PL

1" **

ensure proper fit.

to galvanizing to

Grind all edges prior

41from PL

Make splice tube

Galvanize-Control Silicon, typ.

over 2 or more posts

Provide continuous rail

Gutter Line

transition details, see dwg. BR207

For guardrail connection and

� End Rail Post

and bottom faces of tube.

tube. Extend thru both top

2-1" dia. holes thru each rail

2-#4 x cont.

1"cl. to

Bolt H

ead

3"

3-#4 x cont.

" V-groove43

See Anchor Plate Detail

bolt head two places (typ.)

Tack Weld anchor plate to

Bar "A"

, typ.165HSS 5 x 5 x

165HSS 5 x 5 x

holes in post

" slotted 214-1" x 1

Plate Detail

See Base

Bars "A"

2-#4 U-bars

4 Leveling nutsGrade

Finish

and flat washers.

with 2 nuts

threaded 5" min.

anchor bolts

" dia. H.S. 874-

* Set top of post 2'-812"

above finish grade.

Increase dimensions

marked thus (*) by

depth of ACWS.

** 1" gap unless noted otherwise

on detail plans. Provide a Rail

Splice in panel that has a deck

expansion joint. If more than

2" of movement is needed,

increase length of the inner

member.

NOTE:

Guardrail Connection may be omitted on

trailing end of one way structures when

omitted on detail plans. When not omitted,

use connection details shown on dwg.

BR207 for leading end.

1'-

4" * 2'-

812" *

Deck + 4

" *

BR207 for rebar in end panel.

hooks as required. See dwg.

end) at each post @ 6" max. Slant

7-#5 x 3'-0" (with 90° hook one

GENERAL NOTES:

1. Rail designed and crash tested to meet NCHRP 350 TL-4 requirements.

2. Provide structural tubing according to Oregon Standard Specification 2810.20.

3. Provide steel posts and plates conforming to AASHTO M183 (ASTM A36) unless otherwise

noted.

4. Provide High Strength anchor bolts (Grade 105) according to Oregon Standard Specification

02560.30 (b).

5. Provide reinforcing steel conforming to ASTM A706 or AASHTO M31 (ASTM A615) Grade 60.

6. Provide concrete Class 3300 - 112 or 34.

7. Construct railing conforming to the horizontal and vertical alignment of the structure. Install

posts normal to grade in longitudinal direction and vertical in transverse direction.

8. Payment for the railing will include compensation for furnishing and installing the necessary

guardrail connection plates and terminal connectors.

9. Hot-dip galvanize all structural steel including fasteners after fabrication, except as noted.

Provide Galvanize-Control Silicon according to Oregon Standard Specification 02530.70.

10. Fabricate steel studs with material, welding and inspection according to AWS D1.5, Clause 7.


elements.

2 - 0.105" thick

double thickness

Thrie beam rail,

or End Panel.

End of deck

Tighten to firm contact.

lockwasher and 1 nut.

with 1 plate washer "C", 1

weld base stud x 2" long

" dia. reduced 43Threaded

end

leading

Rail W8x24 post or Alternate Post


2021

1

1

1

1










gineer.



DATE




BR206

4057 & 4058 20-April-2018

RAIL

2-TUBE CURB MOUNT

12-2020

-

-

-

-

Modified detail note text; added General Note 10; CAD updates

-

-

-

-

BR206

SECTION C-C

DETAIL "A"

GUARDRAIL CONNECTION PLATE DETAIL

ELEVATION

PLAN

END PANEL TOP REBAR AT RAIL POSTS

SECTION A-A

CONNECTION ANGLE "A"SECTION B-B

SECTION E-E

SECTION D-D

ELEVATION: TRANSITION CONNECTION

GENERAL NOTES

Top of Curb

Thrie Beam rail elements

Curb

See Grading Plans

134"

3"1'-212"

112"1'-21

2"3"

1'-7"

112"

4"

112"1'-21

2"3"

1'-7"

112" 8" 91

2"

5"

38"

4" 12" 4" 4" 21

2"112"

12" 7"

31316"

338"

11"

11"

1'-

10"

Verify all bolt hole locations to match

Thrie Beam terminal connector.

12"

Connection plate

714"

1'-

10"

558"

758"

112"

114"

212" 634"

11

12"

212"13

4"

3"

4"

134"

5"

134"

12"

212"

3'-9"

See dwg. RD410

1'-6"

taper

412"

2'-534"

2'-534"

Accompanied by dwgs.

End of rail tubing cap

112"

End of rail tubing cap.

See dwg. BR206.5 spcs @ 1'-634"= 7'-93

4" 3 spcs @ 3'-112"= 9'-41

2"

2'-1"

2'-1"

1'-1114"

2'-534"

1'-1114"

1'-634"

See Bridge Plans for post spacing

316

L4 x4 x38 x1'-7"

6-#5 x 5'-0" w/12"

180° hook at each post

Bolt to be flush

with back of plate

Thrie Beam

Terminal

Connector

3" cl. to

head of bolt

6-#5 x 5'-0" w/12" 180° hook

at each post

212"

812"

0.135"

Ctr. of holes

Adjust Bars "A" top dimension

in tapered section as required

5-#4 x cont.

for 2-tube rail(8-#4 x cont.

for 3-tube rail

see BR208)

3-#8 @ 6"

4-78"x114"

slotted holes

31316"

Curb

8" x 8" timber

blocks (typ.)

W8x15 (typ.)

Connection Angle "A",

(see details this sheet).

End of deck or End Panel

(see reinforcement details this sheet).

Thrie Beam rail, double thickness

2-0.105" thick elements. See dwg. RD410.

1534"

Ctr. of post

L5 x3 x14 x1'-10"

34"x11

2" slotted holes

#5 @ 18" each way

Drill and tap 4 holes for 78" dia.

bolts (ASTM A325) shown thus

See Detail "A" (snug tighten).

End of deck or

End Panel

Thrie Beam Terminal

Connector, 1-0.135"

thick element.

Rail designed and crash tested to meet NCHRP 350 TL-4 requirements.

Post

W8x15

58" dia. bolts

(ASTM A307)

Provide steel plates and wide-flange posts conforming to AASHTO M183 (ASTM A36).

Curb taper

Thrie beam rail, single thkn.,

(1) 0.135" thick element,

see dwg. RD410

31"

31"

112"

� End Rail Post

� End Rail Post

� End Rail Post

NOTE

Connection PL12

PL 12x12 x1'-10"

Dimensions are

symmetrical about �

NOTE

PL 38 x4 x1'-7"

Connection PL12

D

E

D

EA

A

C

C

B

B

br207.d

gn 03-2017

� End Rail Post

2-1" dia. holes

2-1" dia. holes

2-1" dia. holes in

vert. leg of angle.

2-1" dia. holes

thru each rail tube.

Extend thru both

top and bottom

faces of tube.Guardrail Connection Plate

(see details this sheet)

78" dia. bolts (ASTM A307)

with washers and self

locking nut or nut and

jam nut Guardrail Connection

Plate. (see details

this sheet).


4-1" dia. holes for 78" dia.

bolts (ASTM A325) shown thus (snug tighten).

*Transition posts may be steel W6x9 or

timber 8"x 8". All posts to be of same material.

See dwg. BR203 "Thrie Beam Blockouts"

3-#5 U-bars w/1'-8"

legs. Tie to #8 bars

top and bottom.

W6x9 (typ.)*

Thrie Beam

Terminal Connector.

See dwg. BR410

Connection Angle "A",


Thrie Beam Terminal

Connector 1-0.135"

thick element.

See dwg. RD410.

BR203, BR206, RD480, RD405 and RD410

For End Panel reinforcement not shown

see project plans. For rail and curb details

not shown see dwg. BR206 (or BR208).


20212021










gineer.



DATE




BR207

4057 & 4058 20-April-2018

RAIL TRANSITION

2-TUBE CURB MOUNT

-

-

-

-

-

-

-

-

-

-

BR207

ALTERNATE POST

BASE PLATE DETAILANCHOR PLATE DETAIL

PLATE WASHER "C"

1"

212"cl.

142

"

114"

34

112"± grout

(end p

ost only)

316

Each side

2"

3"

7"

512"

534"

7"

534"

4"

typ.

Roadway Width

2"

612"

1'-

034"

11

14"

4"

4"

114"

114"

412"

7"

18

typ.

1'-712"

L/4 ± 6"

6"2"

7"

112"83

4" 534"

12"

Seal weld

Seal weld

2'-

814"

638"

typ.316

338"

316

512" 4"

1'-3"

#4 @ 18" max.

2'-534"

1'-6"

412"

taper

typ.

o-o

o-o

PLAN

ELEVATION

PLATE "D"

1'-1114"

typ.

1'-1114"

812"

1'-512"

1'-1"

Accompanied by dwgs. BR207, BR209

3" ty

p.

Deck + 4

" *

0.947 ft. C.G.

7" *

typ.

112" cl.

(See Bridge Plans for rail length & post spacing)

typ.34

**1"

112" cl.

Curb

78"11

4"

218"

78"

78"

134"

112" 41

2" 412" 11

2"

12"

112"

112"

13"

516

6"

Post

112"

112"

5"

5"

13"

112" 41

2" 412" 11

2"

12"

typ.

516

516

612"

8"

5"

5"

PL 1

Curb taper

RAIL CAP DETAIL

RAIL SPLICE DETAIL

CURB AND POST DETAIL

8"8"7'-0" max. spacing to end post

10"

(typ., each end)

L= post spacing


PL 38

Bar "A"

4-118" dia. holes for

78" dia. anchor bolts

**1" gap unless noted otherwise on

detail plans. Provide a Rail Splice in

panel that has a deck expansion joint.

If more than 2" movement needed,

increase length of inner member.

10'-0" ±1'-0" post spacing (except as noted at each end)

PLAN1" cl. to

Bolt H

ead

Rail trailing end

NOTE:

Guardrail Connection may be omitted on trailing end of one way

structures when omitted on detail plans. When not omitted, use

connection details shown on dwg. BR209 for leading end.

Rail Splice

Galvanize-Control Silicon, typ.

Provide continuous rail over 2 or more posts

Rail Splice

See Plate "D"

4'-

6"

R

Gutter Line2-#4 U-bars at each post

Bars "A" @ 18"

6" dia. hole

holes) galvanizing not required.

x 12 x 13 (with 4-1" dia.83 PL

" dia. hole87

41PL

2"

2"

Rail tube member

" to provide zinc drains.43

, cope corners 43 x 34

3 x 6163PL

Leg of connection angle.

locking nuts or nuts and jam nuts.

Install angle with washers and self

"2

13

83PL

drain hole

4" dia. zinc

" dia. bolts (A307), typ.87

" Slotted holes for 212 - 1"x1

41from PL

Make splice tube

galvanizing to ensure proper fit

Grind all edges prior to

* Set top of post 3'-6" above

finish grade. Increase

dimensions marked thus (*)

by depth of ACWS.

3'-

6" *

Rail Splice

� End Rail Post

41HSS 7 x 4 x

Alternate Post

W8x24 post or

3-#4 x cont.

4-#4 x cont.

" Chamfer43

" V-groove43

9""835

3"

See Anchor Plate Detail.

bolt head two places (typ.)

Tack Weld Anchor plate to

Bar "A"

Grade

Finish

Roughen const. joint

41HSS 7 x4 x

spacer blocks

"21 x64

1HSS 7 x3 xTighten to firm contact.

lockwasher and 1 nut.

with 1 plate washer "C", 1

weld base stud x 2" long

" dia. reduced 43Threaded

holes in post.

" slotted 216 - 1" x 1

nuts

4 Leveling

2 - #4 U-bars

Bar "A"

BR207 for rebar in end panel.

Slant hook as required. See dwg.

end) at each post @ 6" max.

7-#5 x 3'-0" (with 90° hook one

5" min. with 2 nuts and flat washers.

" dia. H.S. anchor bolts threaded 874 -

See Base Plate detail

transition details, see dwg. BR209

For guardrail connection and

end

Rail leading

at guardrail connections.

base studs on each rail cap

" dia. reduced weld 432 -

GENERAL NOTES:

1. Rail designed and crash tested to meet MASH TL-4 requirements. Transition designed to

meet MASH TL-3.

2. Provide structural tubing, steel posts and plates according to Oregon Standard Specification

2810.20.

3. Provide High Strength anchor bolts (Grade 105) according to Oregon Standard Specification

02560.30 (b).

4. Fabricate steel studs with material, welding and inspection according to AWS D1.5, Clause 7.

5. Provide reinforcing steel conforming to ASTM A706 or AASHTO M31 (ASTM A615) Grade 60.

6. Provide concrete Class 3300 - 112 or 34

7. Construct railing conforming to the horizontal and vertical alignment of the structure. Install

posts normal to grade in longitudinal direction and vertical in transverse direction.

8. Payment for the railing will include compensation for furnishing and installing the necessary

guardrail connection plates and terminal connectors.

9. Hot-dip galvanized structural steel including fasteners after fabrication, except as noted.

Provide Galvanize-Control Silicon according to Oregon Standard Specification 02530.70.

br208.d

gn 12-2020


2021

1

1

1

1










gineer.



DATE




BR208

- 02-July-2020

3-TUBE CURB MOUNT RAIL

12-2020

-

-

-

-

Modified detail note text; added General Note 4; CAD updates

-

-

-

-

BR208

2"

End of rail element

12"

2"

Concrete

4"

3"

1'-

10"

1'-7"

4"

11"

9"

9"

8"

11"

5"

3"

2"

8"

2"

typ.

Metal

rail

6"

12"

12"12"

10"

Varies

Varies

10"

8"

8"12"

8"

8"2"cl.

typ.8"

8"

8"

2'-

1"

2"

6"

typ.

5"

2"

Metal

rail

1'-7"

8"

2"

4"

9"

4"

4" 4"

12" 7"

11"

11"

1'-

10"

W8x15W8x15

3'-9"

taper


0.135"

SECTION E-E

SECTION D-D

PLAN

TOP RAIL ATTACHMENT BRACKET

SECTION C-C

PLAN

RAIL ATTACHMENT BRACKET

DETAIL "A"

CONNECTION ANGLE "A"

SECTION B-B

3"

3"

reinforcement at rail posts.

See dwg. BR207 for end panel

End of bridge end panel.

Guardrail Connection

Plate (see details

this sheet)

Plate "D",

see dwg.

BR208

2-#4 "U" bars (top) 2-#4

Roughen

Construction

joint.

4-#4

4-#5

12" Curb taper

2-1"x2" slotted

holes

Top Rail Attachment Bracket


Rail Attachment Bracket


Concrete

Thrie beam rail elements

and guardrail transition

details not shown.

Curb

Thrie Beam

Terminal Connector,

1-0.135" thick

element. See

dwg. RD410

Connection

Angle "A"

(see details

this sheet)

4'-

6"

Rad.

Thrie Beam

Rail elements

1'-6"

2'-1"

Thrie Beam Terminal Connector,

1-0.135" thick element.

See dwg. RD410.

Top of

curb

ELEVATION: TRANSITION CONNECTION

TYPE I

Top of gutter

Curb

Top of

curb

Thrie Beam Terminal

Connector

Curb taper


Plate (see details

this sheet)

See dwg. BR203 for post spacing

3-#4 (each face)

Ctr. of bolts

See dwg. BR203 for post

spacing and guardrail

transition details not shown.

ELEVATION: TRANSITION CONNECTION TYPE II

GUARDRAIL CONNECTION PLATE DETAIL

END POST DETAIL

31"

*

*NOTE

Transition top of rail to

match 31" approach rail

as shown on BR207.

GENERAL NOTES

516"

714"

316

814"

412"

112"

412"

112"

112"

12"

812"

1'-712"

412"

334"

34"

4516" 63

8"

516"

2516"3

38"

512" 31

2"

316

112"

2'-114"

2'-114"

914"3'-11

4"1'-712"

114"

1'-

312"

412"

114"

516"511

16"

112"

1'-212" 11

2"

912"11

2"

316

38"

714" 1

2"

112" 21

2"

31316"

31316"

31316"

712"

3'-

612"

3'-

612"

914"

1112"

3'-312"

914" 3'-312"2'-53

4"

31316"

338"

338"

758"

714"

412"

L4 x4 x38x1'-7"

L4 x4 x38 x1'-7"

1234"

1'-1114"

1'-212"

314"

112"

4-78"x114"

slotted holes

2-34"x112"

slotted holes

1'-312" 2'-11

4"

2-78"x2"

slotted holes

L4 x3 x38 x1'-10"

114"

Drill and tap 2 holes

for 78" dia. bolts (ASTM

A325) shown thus

See Detail "A"

(snug tighten).

558"

1112"

1234"

134"

1'-

912"

1'-212"

1'-

712"

Rail designed and crash tested to meet NCHRP 350 TL-4

requirements.

Provide concrete Class 3300- 112 or 34.

Provide steel plates conforming to AASHTO M183 (ASTM A36).

112"

31 1

2"

� End Rail Post

� End Rail Post

Bolt to be flush

with back of plate

Connection PL 12

PL 38 x4 x1'-7"

Connection PL 12

Connection PL 12

PL 12 x12 x1'-10"

PL 12 x8 x9

Fabricate from

PL 14 (same as

rail splices).

See dwg. BR208

for details.

PL 12 x8 x11

NOTE

Verify all bolt hole locations to match

Thrie Beam Terminal Connector.

br209.d

gn 03-2017

C

C

E

D

E

D

B

B

Plate "D", see dwg. BR208

58" dia. bolts

(ASTM A307)

78" dia. bolts (ASTM

A307) w/self locking nut

or nut and jam nut

2-1" dia. holes

6-1" dia. holes for78" dia. bolts (ASTM

A325) shown thus

(snug tighten).

2-1" dia. holes

2-1" dia. holes in

vert. leg of angle

3-#4 "U"

bars (ea. end)

BR203, BR207, BR208, RD405, RD410

Ctr. of post

Ctr. of post

*CONCRETE INSERTS

Hot-dip galvanized expanded

coil concrete inserts

with closed-back ferrule

threaded to receive 34" dia. bolts,

Gr36 (ASTM A307)

Minimum insert length= 412"

Minimum safe working

load in tension= 4000 lbs.

2-34" dia. bolts

(ASTM A307)

*concrete inserts

at each attachment

plate

Connection Angle "A"



2021










gineer.



DATE




BR209

- 20-April-2018

TRANSITION

3-TUBE CURB MOUNT RAIL

-

-

-

-

-

-

-

-

-

-

BR209

Varies

Opening in barrier, typ.

#8 #5

1'-3" 1'-3"

3'-0"

#5

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

1'-3" 1'-3"

1'-3"

4'-0"

11"

2"

1" chamfer, typ.

4"2" 1'-0"

1"

1'-

0"

9"

2'-

8"

4"

1"

3'-0"

1'-3" 3'-0

"

LONGITUDINAL SECTIONEXPANSION JOINT DETAIL

TYPICAL SECTION

1'-9"

1" cl. typ.

Deck reinforcing

1" cl.

typ.

4-#5 x cont.

#5 x cont.

#6 bent bars @ 8"

Deck

Curb

Deck

reinforcing

Roadway

surface

End #4 hoops

#4 stirrups @ 4"

#4 stirrups @ 4"

See N

ote B

(Deck reinforcing not shown)

10"

6-#4 stirrups per post

1" min.

See Note C

5'-4" typ. (See Note E)

#5 and #6 bundled x cont. each face

712"

Curb

Top of curbConcrete post

Concrete beam71

2"

Direction of traffic

Expansion joint in deck and barrier

PLAN

ELEVATION

(Deck not shown for clarity)

6'-6" max. (See Note E)

Pay Length for Rail

1'-4"

Varies*

12" 12"

14"

112"

SCORING JOINT DETAILS

1" radius, typ.

#5 stirrups @ 8"

Add 2 extra bars at ends

varies

12"

12"

12"

12"

9"

2'-3"

1'-338"

Top of curb

Construction

joint

#6 bent bars @ 8"

Add 3 extra bars each

side of expansion joint

112" deep

scored joint, typ.

8"

(min.)

1'-1"

Detail "A" Detail "C"

TYPE 'B' JOINT

SCORING DETAIL

34"

12"

1116"

14" Preformed


*Note:

Top of parapet shall be 2'-8" above

finish grade. Increase dimension


** Begin barrier transition

*** End barrier transition7"**

1'-0"***

End panel reinforcing

1'-0"**

9"***

10.5" C.G.

Continue all typical reinf.

Rail transition, see

BR203 for Detail "A"

and guardrail transition


Scoring joint, place at equal spaces

15'-0" max. btwn. Type "B"

and open or expansion joints.

SECTION D-D

2'-0"

Add 3 extra bars

each end of rail

End beam longit. reinf.

Expansion Joint or

1" Open Joint (see

Bridge Plans for

Exp. Joint Width).

1" cl.

typ.

#5 stirrups @ 8"

Add 2 extra bars

at ends

10"

10"

4-#5 hoops

6-#4 hoops

per post

5-#6 stirrups

per post

2-#5 x cont.

2-#5

2-#8 x cont.2-#5 x cont.

2-#5

2-#8 x cont.

4-#5 x cont.

3-#5 & 3-#6 bundle x cont.

each face as shown, See Note D

#4 stirrups @ 4", additional


1'-

0"

(typ.)

1'-

0"


3-#4 U-bars

2-#5

6-#6 bent bars

@ 4", each side

of expansion joint


5-#6 stirrups

per post

4-#5 hoops

as shown, lap

2'-3" min.

Design Capacities

Pp (post)= 43.3 kips

Mp (post)= 84.5 kip-ft

Wgt. per/ft of 6.5 ft post spacing= 370 lb/ft

Center of gravity= 10.5 in

2"**

br212.d

gn 1

2-2016

GENERAL NOTES

1" radius,

typ.

C

D

C

D

A

A

Place Type "B" Joint

at � interior bentswith continuous deck

NOTE

A. Longitudinal reinforcing steel to stop

at all expansion joints.

B. The front face dimensions are to be

constant above the finish roadway

profile, but the overall height will

vary with certain thicknesses of

surfacing and roadway slopes.

C. Expansion joint to match deck joint.

D. No lap splicing allowed on the

longitudinal rail reinforcing.

Splicing shall be staggered.

E. Post to be spaced equally, typically

6'-6" spacing. Post spacing may be

reduced where location of hinges or

expansion joints or length of end panel

will not accommodate the 6'-6" spacing.

Maximum see-through availability is

to be strived for, where 6'-6" post

spacing can not be achieved.

Section C-C Detail-"C"

OPEN OR EXPANSION JOINT

DETAILS

Section A-A Detail-"A"

Provide reinforcing steel conforming

to ASTM A706 or AASHTO M31


Provide concrete Class 3300 - 112 or 34.

At skewed bents make joints parallel to

bent � for skews up to 20°. For skews > 20°, make rail joints normal to rail.

6-#5 and #6 bundled

beam reinf. extension


2021










gineer.



DATE




BR212

- 20-April-2018

BEAM BRIDGE RAIL

CONCRETE POST AND

-

-

-

-

-

-

-

-

-

-

BR212

1" 4" 1"

34"

1'-

3"

typ.

3'-0"

typ.

12"

#5 L-bar

4"

1"

10"

312"

2'-0"

2"

2" R.

312"

typ.

typ.

714"

714"

112"

11

12"

typ.

2'-0"

112" 61

2"

334"

1" at back of rail

112"

1'-

5"

1'-6"

1

3

1012"

1'-

4"

1'-0"

3'-0"

6" R.

114

143

8

1'-4" 2"

1"1"

4"

2'-

6"

3'-

2"

10"

8"

3"

8"4"

3"

6"

3"

Top of curb

3"

6" 3"

3" 6" 3" 3"

3"

58"

2'-0"

114"

2'-0"

Bridge Superstructure

2"1'-4"

5"

1"1"

1'-

3"

3'-

2"

1'-

11"

1'-

3"

10"

8"

8'-0" max. post spc'g.

End Panel

SECTION A-A

BASE PLATE DETAIL

12" dia. weep hole at

underside center, typ.

2" cl.

typ.

See Rail End

Detail

8'-0" max. post spc'g.

#7 U-bar

#5 L-BAR#7 U-BAR#5 BENT BAR #5 HOOPS

varies

SECTION B-B

1'-6"

min. lap

612" 1"1"

112"

ANCHOR PLATE DETAIL

4"

#5 hoops

@ 12"

x varies

8.07"


3" 3"

#7 U-bar


11

12" 714"

34" chamfer, top

and vertical edges

14" Preformed

expan. jt. filler

2'-0"

br214.d

gn 0

3-2017

1'-6"

3

#5 L-bar

3-#5

(ea. face)

See dwg. BR203

for Std. Transition

Concrete Bridge

Rail to Guardrail

6"

1'-6"

#5 hoops @ 12"4"4"

3"

HSS 10 x 4 x 14

HSS 7 x 5 x 516 rail post

ELEVATION

#5 hoops @ 12"

HSS 10 x 4 x 14

HSS 10 x 4 x 14

12" dia. weep hole on

underside, 34" from

back face of tube, typ.SECTION C-C

3-#5

(ea. face) 8"

min.

#5 Bent

bars @ 12"

#5 hoops @ 12"

112"

grout pad

3-#5 ea. face

C.G.

2"cl.

typ.

typ.

312"

HSS 7 x 5 x 516

1"*

HSS 9 x 3 x 14, plated

to 938" x 33

8" finished

size or formed tube

938" x 33

8" x 14"

Expansion Joint opening Deflection Joint

1"R.

34"

V-groove

1"R.

12" Cham, typ.


C

C

See Bridge Plans See Bridge Plans

#5 hoopsSee Rail Splice Detail

See Rail Splice Detail

#5 Bent bars @ 12" 114" 11

4"

STRUCTURAL TUBE RAIL DETAIL

512"HSS 7 x 5 x 516

HSS 10 x 4 x 14

Tack weld anchor plate to

bolt head two places, typ.

4- 78" dia. x 1'-3" H.S.

anchor bolts threaded 5" min.

w/washer and nut

112" non-shrink

grout pad

12" dia. post drain

hole through grout pad

2" dia.

vent hole

112" dia.

vent hole, typ.

12" dia. weep hole, typ.

RAIL END DETAILDEFLECTION JOINT DETAIL

RAIL SPLICE DETAIL

See Deflection

Joint Detail

(15'-0" max. spacing)

B

B

A

A

GENERAL NOTES


Provide structural tubes conforming to Oregon Standard Specifications 2810.20.

Provide steel plates conforming to AASHTO M183 (ASTM A36).

Provide High Strength anchor bolts (Grade 105) according to Oregon Standard Specification

02560.30 (b).

Provide reinforcing steel conforming to ASTM A706 or AASHTO M31


Provide Concrete Class 3300 - 112 or 34.

Construct railing conforming to the horizontal and vertical alignment of the structure.

Install posts normal to grade in longitudinal direction and vertical

in transverse direction.

Provide galvanize-control silicon according to Oregon Standard Specification 02530.70.

Hot-dip galvanize all structural steel including fasteners after fabrication.

See Special Provisions for paint requirements.

Tap nuts and inserts 0.021" oversize after galvanizing in accordance to ASTM A563.

Base PL 34

PL 14

PL 14

Base PL 34 4-1316" dia. holes

for 78" bolts

4-1" dia. holes

for 78" bolts

12"x 81

2" x 1'-212" anchor

plate (galv. not required)

312" dia. hole

*1" gap unless otherwise required. When more than 2"

movement is needed increase length of inner member.

1

0"

em

bed


2021










gineer.



DATE




BR214

- 20-April-2018

STEEL POST

CONCRETE PARAPET WITH

-

-

-

-

-

-

-

-

-

-

BR214

Pay length for combination bridge rail

L

Rail splice

12"

10"

Em

bed

ment

2"cl.

typ.

grout

Leveling nuts

3"


3'-6" max. (See project plans)

Finish grade

1"

Detail "B"Detail "C"

Detail "D"

2"cl.

Construction joint

3"

L /4 ±6"

2'-2"

Terminal connector

(1-0.135" thick) element.Thrie beam rail double thickness

(2-0.105" thick) elements.

18"6"

#4 @ 8"

8"

min.

4"

2"

4'-

6"

2'-2"

1'-7"

3'-9"

See Base Plate Detail,

dwg. BR223 for details

8"x8" timber

blocks (typ.)

W8x15

Ctr. of

bolts

Ctr. of

post

Terminal

connector

1'-7"

See project plans for

sidewalk and deck steel

HSS4 x 3 x 0.25 for bike height rail

typ.

Top of

conc.

rail

cl.

Tack weld plate to bolt

head two places (typ.)

#4 L-bars @ 8"

w/18" legs

See dwg. RD410

Open or

expansion

joint

#5 x 7'-0" w/std.

180° hk. @ 18"

alternate w/full

length bars @ 9"

HSS4 x 3 x 0.25

HSS4 x 3 x 0.25

HSS4 x 3 x 0.25

HSS4 x 4 x 0.1875

TYPICAL RAIL SECTION

SECTION A-A

#4 U-bars @ 8"

w/12" legs

#4 L-bars @

8" w/6" legs

HSS4 x 3 x 0.25

See

Grading

Plans

4'-

0"

R.

2'-

7"

4'-6" Rail


23.39 23.39

2.26 2.26

18.0Structural Steel Weight (lbs/ft)

Reinforcement Weight (lbs/ft)

Concrete Volume (ft³ /ft)

357Total Rail Weight (lbs/ft)

Center of Gravity (cg, ft) 0.572 0.581

c.g.

For Sections B-B, C-C, and D-D

and Details A, B, C, and D

see dwg. BR223

PLAN: TRANSITION RAIL DETAIL

ELEVATION: TRANSITION RAIL DETAIL

ELEVATION: CONCRETE BRIDGE RAIL

30.0

369

8-#4

4-#4 (each side)

stop 2" clear

at all joints.

Roughen constr. joint

1"

**Continuous thru scoring joints, stop


**#4

**#4

31"

2'-

8"

2'-

8"

See Detail "A", dwg. BR223

for plate details

Uniform spacing, 6'-8" max.

See top end rail plate detail, dwg. BR223

End of bridge

end panel, see

project plans.

HSS4 x 4 x 0.1875

Posts @ 6'-8"

max. ctrs.

6'-0" min. sidewalk (See Project Plans)

Scoring joint, see bridge plans

for location. Place at equal

spaces 15'-0" max. between

all other joints.

2 extra #4 bent bars

at ends, and each side

of all joints, and at

each post.

Thrie beam rail, single thickness,


see dwg. RD410

1-#4 (each side) x cont.

thru scoring joints, stop 2"

clear at ends, and all other joints

Type "B" joint. Place

at � interior bent withcontinuous deck

2-#4 bent bars w/std.

hks. each end

2-#4 w/std. hks.

each end

for slope)

(See project plans

Top of Sidewalk

Provide continuous horizontal

structural tubing over 2 or more posts.

1012"

112"±

114"cl.

438"

18

112"cl.

3'-

812"

5 spaces @ 1'-634" = 7'-93

4" 3 spaces @ 3'-112" = 9'-41

2"

18

712"

1'-

912"

112"cl.

112"

34" V-groove

112"

3116" 31

16"

112"cl.

3'-

812"

1012"

1112"

1234"

11

12"

12" dia. post

drain hole thru

grout pad

Cap

PL316x33

4x334"

cope corners 34"

to provide zinc

drains

3'-

612"

3'-612" Rail

1234"

1'-

012"

812"

6-78" dia. galv. bolts (A325) w/std. (galv.)

washers and lock nuts or jam nuts

Drill horizontal bolt holes

(bolt dia. + 18") in

hardened concrete with

low impact rotary drill.

4-34" dia. bolts into

*concrete inserts

12" dia. x 81

2"

long round head

(A307) bolts with

washer and nut

4-58" dia. x 1'-3" H.S.

anchor bolts threaded

5" min. w/washer & nut

2-58" dia. galv. bolts (A307)

w/std. (galv.) washers (back side

only) and lock nuts or jam nuts.

*CONCRETE INSERTS

Hot-dip galvanized expanded coil

concrete inserts with closed-back

ferrule threaded to receive 34"

dia. bolts, Gr36 (ASTM A307).


Minimum safe working load in

tension= 4000 lbs.

1

br216.d

gn 03-2017

B C

B C D

D

NOTE

Transition post may be steel W6x9

or timber 8"x8". All posts to be

of the same material.

For other transition details not

shown see dwg. BR203.

A

A Anchor PL 12 see dwg. BR223

112" cl.

Accompanied by dwgs. BR203, BR223, RD480, RD405, RD410

GENERAL NOTES

Provide steel tubing conforming to ASTM A500, Grade B, A501 or A618.

Provide reinforcing steel conforming to ASTM A706, or AASHTO M31 (ASTM A615) Grade

60. Splice #4 bars 1'-4" min.


Provide steel posts and plates conforming to AASHTO M183 (ASTM A36) unless

otherwise noted.

Provide High Strength anchor bolts (Grade 105) according to Oregon Standard

Specification 02560.30 (b).

Construct rail (posts and parapet) normal to grade in the longitudinal direction and

vertical in the transverse direction.

Hot-dip galvanize structural steel including fasteners after fabrication. Provide

Galvanize-Control Silicon posts and horizontal rail steel tubing according to Oregon

Standard Specification 02530.70. Tap nuts and inserts 0.021" oversize after galvanizing

in accordance with ASTM A563.

Use 4'-6" height for bikeways when called for on project plans.

VA

R.

6" to 8

"


2021

1










gineer.



DATE




BR216

- 20-April-2018

RAIL

COMBINATION BRIDGE

SIDEWALK MOUNTED

-

-

-

-

-

-

-

-

-

-

BR216

SECTION A-A

TYPICAL RAIL SECTION

PLAN: TRANSITION RAIL DETAIL

ELEVATION: TRANSITION RAIL DETAIL


GENERAL NOTES

1

Pay length for combination bridge rail Guardrail Transition, each

Use 4'-6" height for bikeways when called for on project plans.

End of bridge

end panel, see

project plans.

8"x8" timber

blocks (typ.)

W8x15

Construct rail (posts and parapet) normal to grade in the longitudinal direction and vertical in

the transverse direction.

min.

8"

Finish

grade

10"

Em

bed

ment

typ.

grout

Leveling nuts

4'-6" Rail


23.39 23.39

Detail "B" Detail "C" Detail "D"

Construction joint

18"6"

#4 @ 8"

4"

2"

4'-

6"

2.26 2.26

Terminal

connector

HSS4 x 3 x 0.25 for bike height rail

typ.

Top of

conc.

rail

Tack weld plate to bolt

head two places (typ.)

#4 L-bars @ 8"

w/18" legs

Open or

expansion

joint

#4 U-bars @ 8"

w/12" legs

#4 L-bars @

8" w/6" legs

HSS4 x 3 x 0.25

See

Grading

Plans

3"

2'-2"

See Base Plate Detail,


1'-7"

HSS4 x 3 x 0.25

L

Rail splice

12"

L /4 ±6"2'-2"

Terminal connector

(1-0.135" thick) element.

1'-7"

3'-9"Uniform spacing, 6'-8" max.

Ctr. of

bolts

Ctr. of

post

HSS4 x 3 x 0.25

HSS4 x 3 x 0.25

HSS4 x 4 x 0.1875

4'-

0"

R.

Finish

grade

18.0Structural Steel Weight (lbs/ft)

Reinforcement Weight (lbs/ft)

357Total Rail Weight (lbs/ft)

Center of Gravity (cg, ft) 0.572 0.581

c.g.

For Sections B-B, C-C, and D-D

and Details A, B, C, and D

see dwg. BR223

Thrie beam rail double thickness

(2-0.105" thick) elements

2'-

7"

30.0

369



**#4

**#4

1"

4-#4 (each

side) stop 2" cl.

at all joints.

Roughen constr. joint

8-#4 stop 2" clear

of rail ends and

all joints

Provide reinforcing steel conforming to ASTM A706, or AASHTO M31 (ASTM

A615) Grade 60. Splice #4 bars 1'-4" min.

Provide steel posts and plates conforming to AASHTO M183 (ASTM A36)

unless otherwise noted.

Hot-dip galvanize structural steel including fasteners after fabrication. Provide Galvanize-

Control Silicon posts and horizontal rail steel tubing according to Oregon Standard

Specification 02530.70. Tap nuts and inserts 0.021" oversize after galvanizing in

accordance with ASTM A563.

Provide High Strength anchor bolts (Grade 105) according to Oregon Standard

Specification 02560.30 (b).

8-#4 stop 2" clear

of rail ends and

all joints

W6x9***

***Transition post may be steel W6x9

or timber 8"x8". All posts to be

of the same material.

For other transition details not

shown see dwg. BR203.



see Std. Dwg. RD410

Accompanied by dwgs. BR203, BR223, RD480, RD405, RD410

2'-

8"

2'-

8"

31"

See Detail "A", dwg. BR223

for plate details.See top end rail plate detail, dwg. BR223

#5 x 7'-0" w/std.

180° hook @ 18"

alternate w/full

length bars @ 9"

2-#4 w/std. hks.

each end

2-#4 bent bars w/std.

hks. each end

Typical deck steel,

see project plans

Provide steel tubing conforming to ASTM A500, Grade B, A501 or A618.

2 extra #4 bent bars

at ends, and each side

of all joints, and at

each post.

1-#4 (each side) x cont.

thru scoring joints, stop 2"

clear at ends, and all other joints

Scoring joint, see bridge plans

for location. Place at equal

spaces 15'-0" max. between

all other joints.

Type "B" joint. Place

at � interior bent withcontinuous deck

5 spaces @ 1'-634" = 7'-93

4" 3 spaces @ 3'-112" = 9'-41

2"

34" V-groove

114" cl.

1012"

112"± 43

8"

18

112"cl.

18

712"

1'-

912"

112"cl.

112"

112"

3116" 31

16"

112"cl.

3'-

812"

1012"

11

12"

3'-612" Rail

3'-

612"

3'-

812"

1112"

1234"

1234"

1'-

012"

812"

12" dia. post

drain hole thru

grout pad

4- 34" dia. bolts into

*concrete inserts

Drill horiz. bolt holes

(bolt dia. + 18") in

hardened conc. with

low impact rotary drill.

6-78" dia. galv. bolts (A325) w/std. (galv.)

washers and lock nuts or jam nuts

2-58" dia. galv. bolts (A307)

w/std. (galv.) washers (back side

only) and lock nuts or jam nuts.

Cap

PL 316x334x33

4"

cope corners 34"

to provide zinc

drains

4-58" dia. x 1'-3" H.S.

anchor bolts threaded

5" min. w/washer & nut

*CONCRETE INSERTS

Hot-dip galvanized expanded coil

concrete inserts with closed-back

ferrule threaded to receive 34"

dia. bolts, Gr36 (ASTM A307).


Minimum safe working load in

tension= 4000 lbs.

br220.d

gn 03-2017

A

A

DCB

B C D

NOTE

Provide continuous horizontal

structural tubing over 2 or more posts.

Provide concrete Class 3300 - 112 or 34 .

See dwg. RD410

112" cl.

Anchor PL 12 see dwg. BR223

12" dia. x 81

2"

long round head

(A307) bolts with

washer and nut

HSS4 x 4 x 0.1875

Posts @ 6'-8"

max. ctrs.

Concrete Volume (ft³/ft)


2021










gineer.



DATE




BR220

- 20-April-2018

RAIL

COMBINATION BRIDGE

FLUSH MOUNTED

-

-

-

-

-

-

-

-

-

-

BR220

Pay Length for parapet

2'-

8"

112"cl.

typ.

2'-

8"

6"

9"

Deck Steel

9"112"

29"

+ "

D"

29"

+ "

D"

#4 stirrups and

1" radius, typ.

Scre

w S

pc's.

3"

34"

12"

10"

4"

DD

112" deep

14"

112"



"N"

Max. Joint

Traffic

Direction

"J"

Opening + 1"

3"

"J"+12"

4"

Opening + 2"

4"

8"

4"

Spanned distance

@ Mean Temp.

34" wide x 11

2" deep

poured joint filler.

34" preformed

expansion joint filler.

8"

min.

Max. Joint

(backside of rail only)

Detail "B"

3"

Detail "A"

15'-0" Max. parapet panel length

Expansion Joint width or 12" to 1" Open Joint


Exp. Joint Width)

6-#4 stop 2" clear at ends and all joints.

Csk Screw.

Scoring joints. See bridge plans for locations.

Place at equal spaces 15'-0" max. between all

other joints.

1-#4 contin. (each side)

thru scoring joints,

stop 2" clear at ends

and all other joints.

34"

12"

1116"

14" Preformed


2'-

2" (1

4"

Preform

ed

6"

112" deep





**#4 (each side)

*Depth varies, see project plans


Provide 1" dia. hole

thru barrier @ 10'-0"

for anchorage connectors

16"

Concrete

Parapet Rail

See bridge plans for joint locations

8"

8"

#4 L-bars @ 10"

(Evazote or approved equal)

3-12" dia. x 112" long

cap screws into resin

bonded anchors38" Steel Front Cover Plate


2" cl. 4'-2"


#4 L-bars @ 5"(typ.)

(typ. at ends and open

or expansion joints)

Expansio

n Jt. Filler)

3-#4 (each side)

stop 2" clear at

all joints and rail

ends

4-#4 u-bars

at ends and open

or exp. joints

(typ.)

#4 Stirrups @ 10",

1 extra bar each side

of scoring joints

Architectural treatment when

required by project plans

#4 L-bars @ 10",

1 extra bar each

side of scoring joints

***

***

see ELEVATION view.

38" Steel Back

Cover Plate

"D"*

34"

3"

***#4 @ 5" at open or expansion joints and rail ends

10-#4 stirrups andAdd 1 extra bar each


br221.d

gn 0

3-2017


(Fixed Forms)

B

BA

A

NOTES

GENERAL NOTES

12"±

Note

See dwg. BR203 for

Transition Concrete

Bridge Rail to Guardrail.

SCORING JOINT DETAIL

ELEVATION


OPEN OR EXPANSION JOINT

DETAIL

DETAIL "D"

SECTION D-D

TYPICAL SECTION

1"X3"X10"± polyfoam compression joint.


Provide all reinforcing steel conforming to AASHTO M31 (ASTM A615),

Grade 60 or ASTM A706.

Place all bars 2" clear of the nearest face of concrete unless shown

otherwise.

Provide Class 3300 -112 or

34 concrete.





34" V-Groove

NOTE

1" radius,

typ.

scored jt., typ.

1" radius,

typ.

Section B-BDetail "B"

Detail "A"Section A-A

Detail "C"



"J" = Joint Opening

at mean temp. See

Project Plans.

Type 'B' Joint.

Place at � interior bentwith continuous deck

scored jt., typ.

3-12" dia. x 1"

long Csk galv.

bolts A307 into

resin-bonded anchors

(front side of rail only)


2021










gineer.



DATE




BR221

- 20-April-2018

PARAPET

32" VERTICAL CONCRETE

-

-

-

-

-

-

-

-

-

-

BR221

7"

7"

8"

1'-

2"

9"

6"

2" Recess

Const. joint

1" Chamfer, typ.

Varies

Varies

#5 Bar "B" @ 12"

#4 Bar "A" @ 6"

ends and all joints.

8 - #5 Stop 2" clear at

plans

Approach slab, see project

#5 Bar "C" @ 12"

Accompanied by dwg. BR203, BR221

"=1'-0"41Scale:

ELEVATION

"=1'-0"43Scale:

TYPICAL SECTION

3'-

6"

Vertical concrete parapet, 42 inch Pay Limit

2" cl.typ.

15'-0" Max. parapet panel length


BAR "A"

BAR "B"

BAR "C"

"43123'-0"

2" Recess

"=1'-0"21Scale:

THRIE BEAM CONNECTION

ELEVATION

PLAN


Add 1 extra bar each

9'-6" Taper

project plans

Bridge deck, see

std. dwg. BR221

Expansion joint, see

clear at joints and ends

4 - #5 (each side) stop 2"

Finish grade

Finish grade

open or expansion joints.

4 - #5 U-bars at ends and

deck.

Place at � interior bent with continuous Type "B" joint, see std. dwg. BR221.

2"

" max. beyond nut. Grind smooth and cold galvanize.43

extend

with low-impact rotary drill. Cut bolts after installation so they

") in hardened concrete 81

Drill horizontal bolt holes (bolt dia. +

NOTE:

10 spcs. at 5" = 4'-2"

8"

min.

Bar "B" and Bar "C"

open or expansion joints and at rails end.

Add 3 additional Bar "B" and Bar "C" each side of

Bar "B" and Bar "C"

Bar "B" and Bar "C"

ends and other joints.

joints. Stop 2" clear at

2- #5 cont. thru scoring

1'-0"

3'-

6"

1"

8"

" cl., typ.211

"8

31

2'-6"

Terminal Connector Thrie Beam

See std. dwg. BR203

Taper

1'-0"

4" Radius

10"

at ends and all other joints.

scoring joints, stop 2" clear

#5 x cont. (each side) thru

ends and all other joints.

scoring joints, stop 2" clear at

#5 x cont. (each side) thru

max. between all other joints.

location. Place at equal spaces 15'-0"

Scoring joint, see bridge plans for

plan View for depth of taper.

See Thrie Beam Connection

See project plans for spacing, joint locations and details not shown.



galvanize after fabrication.

Provide steel cover plates conforming to AASHTO M183 (ASTM A36). Hot dip

concrete.43 or 2

1Provide Class 3300 -1

" clear of the nearest face of concrete unless shown otherwise.21Place all bars 1

or ASTM A706.

Provide all reinforcing steel conforming to AASHTO M31 (ASTM A615), Grade 60

of 45 mph and greater when a TL-3 rated guardrail transition is used.

Rail evaluated to meet MASH TL-4 requirements. This rail can be used for speeds

GENERAL NOTES

snug tight. steel washers and lock nuts or jam nuts,

" dia. bolts (ASTM F3125), with std. 876 -

7/13/2021

br222.d

gn


2021

1

1

1

1

1

1

1

1

1

1

1

1

1










gineer.



DATE




BR222

- 01-July-2021

PARAPET, 42 INCH

VERTICAL CONCRETE

07-2021

-

-

-

-

Note changes, CAD edits

-

-

-

-

BR222

Open Joint (see Bridge Plans

for Expansion Joint Width).

min.

TM


1"

3"

2"

2"

10"

joint (typ.)

12"

10"

"N" Spanned distance

CSK Screw"J"

@ Mean Temp.

Max. Joint 3"

typ.

1"

1"

1"

Traffic Direction

Max. Joint

2"

2"

2"

4"

6"

8"

4"

Opening + 1"

8"

4" 4"

Opening + 2"

7"

7"

5"

8"

6"

1"x 2" slotted holes

1"x2" slotted holes

4"

6"

4"

9"

8"

1'-8"

4"x3" rail

4"x

3" rail

* Use when water drains towards rail and no deck joint seal is used.

*1"x3"x10" ± polyfoam

compression joint sealer

(Evazote 2" or approved

equal)

typ.

typ.

1" radius (typ.)

1" radius (typ.)

1" radius (typ.)


galvanizing to assure proper fit.

HSS4 x 3 x 0.25

o-o

Details shown are general details only

and should be modified as needed to

fit specific project requirements.

12"

10"

HSS4 x 3 x 0.25

o-o

SCORING JOINT DETAILS

TYPE "B" JOINT DETAILS

EXPANSION JOINT DETAILS

TUBE SPLICE DETAILS

DETAIL "A" VIEW E-E


SECTION H-H

ANCHOR PLATE DETAIL

BASE PLATE DETAIL

1"x 2" slotted holes

TOP END RAIL PLATE DETAIL


2'-

7"

34"

12" to 1"

14"

412"

812"

412"

14

612"

316

112" deep scored

112"

112" deep scored

"J" + 12"

112"

316

316

316

12"

316

112"

316

238"

338"

Expansion Joint or 34"

112"

38" Steel Back

Cover Plate

3- 12" dia. x 1" long CSK galv.

bolts (A307) into resin-bonded

anchors (each side)

12" radius (typ.)

38" Steel Front

Cover Plate

br223.d

gn 0

3-2017

NOTE:

PL 12

Fabricated from PL 14

Anchor PL 12 x 612 x 10

(galvanized not required)

� concreteparapet

PL 34 x 812 x 10

PL 12

Make splice

tube from PL 14

NOTE

NOTE

NOTE

E

E

H H

1116" dia. holes

for 58" bolts

312" dia. hole

1" dia. hole

78" dia. x 11

8"

slotted hole for

rail alignment

"J" = Joint Opening at

mean temp. See Project

Plans.

SECTION B-B

DETAIL "B"

DETAIL "C"SECTION C-C

DETAIL "D"

SECTION D-D

joint (typ.),

see Detail B

PL 12 see Detail "A"Post may be required to accommodate

expansion joints, see Bridge Plans.

* 34" wide x 112"

deep joint filler

* 34" preformed


1" gap unless noted otherwise on detail plans. Tube Splice(s)

will be needed in panel that has a deck expansion joint.


2021










gineer.



DATE




BR223

5844 20-April-2018

RAIL DETAILS

COMBINATION BRIDGE

-

-

-

-

-

-

-

-

-

-

BR223

PLAN

PLAN

ANCHOR DEVICE

SECTION B-B

SECTION C-C

RAIL SPLICE DETAILS

SECTION A-ASECTION AT RAIL POST

br226.d

gn 12-2020

A

B B

A

C

C

ELEVATION

10"

typ.

L

min.

min.

2"

10"

min.

3"

/4±6"L

noted on project plans

1" unless otherwise

10"

Typ. min.

Pay Length for Rail

typ.

1'-3"

6"

6"

6"

6"

8"

4"

2"

8"

3"

2"

1"

3"

3"

1'-

3"

min. depth

4"

1'-3" min.

1" *

3"

Ctr. of

bolts

Ctr. of

posts

7"

Posts at equal spacings, 6'-3" max.

(See Project Plans)

Top and btm.

834"

112"

912"

34"

134"

316

2'-

812"

1'-

012"

312"

134"

212"

312"

612"

212"

334"

334"

316

316

12"

212"

234"

158"

316

212"

212"

214" 31

2" 214"

314" Upper

338" Bottom

714"

Upper

558"

Bott

om

316

316

316

316

316

2'-312"

2'-434"

2'-434"


min. "2

13'-

4

See dwg. BR203, SECTION B-B

W6x9

W8x15

details, see dwg. BR230.

For guardrail connection� End Rail Post

NOTE:

Guardrail Connection may be omitted

on exit end of one way structures

when omitted on detail plans.

Rail splice

over 2 or more posts)

(Continuous rails

Silicon (typ.)

Galvanize-Control

1-0.135" thick element

Terminal connector

and lock nuts or jam nuts

(A307) with std. washers

" dia. galv. bolts 852 -

" dia. holes *812-1

behind each nut *

Cast 1" dia. voids

"43 "4

3

3"

2" 2"

"433

"433

3"

1'-7" x 4" long4

1HSS6 x 4 x

as required for post chamfer

corners 41Grind L6 x 4 x

x 6" long 432 - L6 x 4 x

*Plug or block off holes

and threaded area

during casting of slabs.

� post

PL 1 x 6 x 1'-7"

" square bar83

x 6 21 x 12

1PL

3"

3"

2"

1"" dia. H.S. bolt (*).8

5

nut ASTM A563, Grade DH for

3" long high strength coupling

" square bar83

PL 1 x 6 x 1'-7"

plate (two places, opposite side)

1" dia. H.S. nut tack welded to

welded shear studs

" dia. x 12"436-

behind each nut *

Cast 1" dia. voids

x 621 x 12

1PL

galv. to assure proper fit


41from PL

Make splice tube

to completely cover hole).

post (position plate washer

"x1" slotted holes in87

"433

"433

Finish grade" bolts.4

1" dia. x 343for

" dia. holes (ea. angle)872-

x 6" long 432-L6 x 4 x

hanger

flange for utility

in outside

" dia. holes 872-

" bolt.43for 1" dia. x 7

" dia. hole (ea. angle)811

Upper post bolts

" dia. holes432 -

" long21 x 34

1HSS6 x 3 x

165HSS8 x 4 x

41HSS6 x 4 x

x 4" long41HSS6 x 4 x

See Anchor Device

x 8 x 521PL

x 8 x 521PL

" long21 x 34

1HSS6 x 3 x

NOTE:

Adjust location of slab

longitudinal bars as required.

" bolts.41" dia. x 34

3for

" dia. holes (each angle)872-

W6x25 post, 6'-3" max. spacing.

" slotted hole in post.21"x 516

13Center line of

" bolt.43for 1" dia. x 7

" dia. hole (ea. angle)811

Upper post bolts

" dia. x 6" bolt.85

"x3" slotted holes for16132 -

Lower post bolts

" dia. x 6" bolt.85for

"x3" slotted holes 16132 -

Lower post bolts

post). Tighten to firm contact.

1 lockwasher and 1 nut (4 reqd., each

"). 165" x 2" x 4

3long with 1 plate washer (1

" reduced weld base stud x 2" 43Threaded

GENERAL NOTES

1. Provide structural tubing according to Oregon Standard Specification 2810.20.

2. Provide structural steel shapes and plates conforming to AASHTO Specification M183

(ASTM A36) unless otherwise noted.

3. Provide bolts conforming to AASHTO Specification M164 (ASTM A325) unless otherwise

noted.

4. Fabricate steel studs with material, welding and inspection according to Section 7 of AWS

D1.5.

5. Construct rail normal to slab in both the longitudinal and the transverse directions. When

wearing surface thickness varies due to beam camber and/or superelevation, vary rail post

lengths to provide uniform rail height. Field verify post lengths before fabrication.

6. Hot-dip galvanize structural steel including fasteners after fabrication. Provide

Galvanize-Control Silicon posts and horizontal rail steel tubing according to ODOT

Specification 02530.70. Tap nuts 0.021+0.01- 0.00 oversize after galvanizing in


7. Tighten upper post bolts 180° turn past snug tight condition and lower post bolts 120° turn

past snug tight condition.

8. Estimated rail mass (for slab design) is 72 lb. per linear foot.

9. Do not use this rail for 12" and Slab No. 9 of the 15" Std. Precast Slabs.


2021

1

1

1

1

1

1

1

1

1










gineer.



DATE




BR226

- 20-April-2018

2-TUBE SIDE MOUNT RAIL

12-2020

-

-

-

-

Modified detail note text; changed General Notes 4 & 7; CAD updates

-

-

-

-

BR226

GUARDRAIL CONNECTION PLATE DETAILS 1" = 1'-0"Scale:

PLAN" = 1'-0"8

1 Scale:

ELEVATION" = 1'-0"8

1 Scale:

project plans for details.Bridge end panel, see

8" x 8" timber block, typ.

bottom faces of tube.tube. Extend thru both top and 2 - 1" dia. holes thru each rail

� End rail post

plans for details.Joint, see project


"21" = 9'-42

13 spcs. @ 3'-1"43" = 7'-94

35 spcs. @ 1'-6"432'-4

See dwg. BR203, Section B-B

See Detail A

(2 - 0.105" thick) elementsThrie Beam Rail, double thickness

Dwg. RD410.(1 - 0.135" thick) element, see Std. Thrie Beam Rail, single thickness,

See Grading Plans

B

B

"21

1'-2

7""21

10

3"

"43

8� End Rail Post See details this sheet.

End of rail tubing cap.

See details this sheet.

Connection Angle "A"

Finish grade


Guardrail Connection Plate,

See Std. Dwg. RD410.

Thrie Beam Terminal Connector,

1"

" 2

131

* "2

12'-

8

DETAIL A-A" = 1'-0"8

1 Scale:

" dia. guardrail bolts85

Thrie Beam Rail elements


Guardrail Connection Plate,

Std. Dwg. RD410.

(1-0.135" thick) element, see

Thrie Beam Terminal Connector

jam nut.

and self locking nut or nut and " dia. bolts (A307) with washer 8

7

SECTION B-B" = 1'-0"8

1 Scale:

UPPER AND LOWER RAILS 1" = 1'-0"Scale:

"8

17

"8

37

6"

"2

11

1'-

10"

"43

1

7" 3"

"4

11

"2

15

"2

18

"2

13 "

43

6

1'-

10"

4"

"41

1

"41

1

slotted holes" 4

1" X 18

74-

slotted holes" 2

1" X 14

32-

" X 1'-10"41 L 3" X 4'' X

� End Post

End of rail cap4"

8"

"41

1

"4

11

"4

11

6" "4

11

"4

11

"41

1

4"

rails.

typ. Upper and lower " dia. welded studs, 4

32-

"2

15

"2

13

corners, typ." chamfered 4

3rail.

", each 43

" x 743

" x 3163

PL

provide zinc drains." to 4

3 Cope corners

"41

1

"41

1

lower rails.

nuts. Typical upper and

nuts or nuts and jam

washers and self locking

welded studs, with " Dia. reduced base 4

3 2 -

DETAIL B 3" = 1'-0"Scale:

"165

0.135"

connection plate

back of guardrail

Bolt to be with

Guardrail connection plate

Connector

Thrie Beam Terminal

1'-

10"

11"

11"

"21

1 4" 4" "21

2

1'-0"

7"

"21

3

"4

37

"4

18

C

D

C

D

"16

13

3

"16

13

3

"8

33

" x 12" x 22"21 PL

shown thus" dia. (A325) bolts 8

7

2 - 1" Dia. holes for

See Detail "B"

bolts, shown thus " dia. (A325) 8

7for

Drill and tap 6 holes

symmetrical about �Dimensions are

" x 1'-7"21

" x 383

PL

" x 1'-7" 83

" x 21

L 4" x 3

"81

Typ.

"163

"21

1'-23"

1'-7"

" x 1'-7"21

" x 383

PL

2 - 1" dia. holes

Connection PL

CONNECTION ANGLE "A" 1" = 1'-0"Scale:

SECTION C-C

"2

11

"2

13

"21

1

PLAN

ELEVATION

SECTION D-D

Connection PL

2 - 1" dia. holes

" x 1'-7"83

" x 21

L 4" x 3

"21

1'-23"

1'-7"

"21

1

vertical leg of angle.

2 - 1" dia. holes in

br230.d

gn 9/4/2020


2021

1

1










gineer.



DATE




BR230

- 20-April-2018

TRANSITION

2-TUBE SIDE MOUNT RAIL

9/2/2020

9/2/2020

-

-

-

Updated section note and removed note 3.

Updated to current drafting standards

-

-

-

BR230

6'-3" (typ.)

Pay Length for Thrie Beam Rail

3"

Jam nut

depth

3"

2" 1"

See Grading Plans

8" x 8" timber

block (typ.)

Thrie Beam transition, double

thickness, 2-0.105" thick elements.

+0.01-0.00

Hot dip galvanize all structural steel and hardware after fabrication.

Fabricate railing to the horizontal and vertical alignment of the

structure. Install posts normal to grade. When wearing surface

thickness varies due to beam camber and/or superelevation,

vary rail post lengths to provide uniform rail height.

Tighten upper high strength post bolts 1/6 turn past snug tight

condition. Tighten lower high strength post bolts 1/3 turn past

snug tight condition.

Do not use this rail for 12" thick slab.

1" dia. hole

Plumb post by shimming with washers for

transverse roadway slopes to .06. For

transverse roadway slopes greater than

.06 set post normal to roadway surface.

Ctr. of

posts.

Thrie Beam transition, single

thickness, 1-0.135" thick elements.

See NOTE 1 (This sheet)

Provide steel posts and plates conforming to AASHTO Specification

2-concrete inserts*

Double thickness (2) rail elements

W8x15

W6x9

Post

Finish grade



PLAN

ELEVATION

SECTION A-A

POST DETAILS: SIDE MOUNT

1'-

6"

min.

1"

31"

M183 (ASTM A36), unless noted otherwise.

Provide anchor bolts conforming to ASTM A325. (AASTHO M164).


31"

NOTE 1

Transition posts may

be steel W6x9 or timber 8"x 8".


See dwg. BR203 for Thrie Beam

blockouts.

Plate Washer "B"

Cast in place 2-3"

sleeve nuts (A325)

2-TS3 x 2 x 0.25 spacers, tight fit.

Tack weld in place before galvanizing.

Tap nuts and inserts 0.0021 oversize after galvanizing in

758"

612"

78"

78"

34"

612"

434"

38

78"

78"

134" 13

4"

134"

3 spaces @ 3'-112" = 9'-41

2"5 spaces @ 1'-634" = 7'-93

4"

312"

1316" dia. hole

214"

114"

134"

312" 11

2"112"1

14"

114"

212"

114"

134"

112"11

2" 312"

238"2

38"

1316" dia. hole

134"

114"

1'-634"

34" x 11

2" slotted

holes in front flange

12"

212"

1'-934"

2-1" x 212"

slotted holes

(both flanges)

2'-

078"

7316"

1'-

514"

2'-

078"

PL 12

PL 316 x 134 x 2

PL 14 x 134

x 312 (A36)

2-78" dia. x 1'-3"

H.S. bolts (A325)

(1" min. into

sleeve nut)

br233.d

gn 03-2017

GENERAL NOTES

A

A

BACK ELEVATION SIDE ELEVATION

BR203, RD405, RD410, RD480

Provide guardrail hardware as shown on Std. Dwgs. RD405 and RD410.

2-1516" dia. holes

2-78" x 212"

slotted holes

(inside flange only)Drill 2-78" dia. holes

in outside flange for

utility hanger.

*CONCRETE INSERTS

Hot-dip galvanized expanded coil concrete inserts

with closed-back ferrule threaded to receive 34" dia., Gr36 (ASTM A307)


Minimum safe working load in tension= 4000 lbs.

1-Plate Washer "C" and

1 SAE lock washer

2-78" dia. H.S. bolts

(A325) with Washer "D"

(1" min. into sleeve nut)

W8 x 28 or alternate

section post

2-34" dia. H.S. bolts (A325) with

washer and Plate Washer "A"

PLATE WASHER "A"

PL 12 x 212 x 61

2

3 required per post,

(Including 1 in slab).

PLATE WASHER "C"

WASHER "D"

PLATE WASHER "B"

Position washer to completely

cover slotted hole.

Position washer to completely

cover slotted hole.

NOTE

Field ream bolt holes in double

thickness rail at splice locations.

Repair damaged coating

according to Specifications.

2" 8"


2021










gineer.



DATE




BR233

- 20-April-2018

TRANSITION

THRIE-BEAM RAIL AND

-

-

-

-

-

-

-

-

-

-

BR233

GENERAL NOTES

Front Face

Back Face

2'-6"

Type 2A Guardrail, see Grading Plans

End of Bridge End Panel

6'-3"5'-734"

(each)


5'-0" Taper

Edge of Bridge End Panel

Direction of traffic

Pay length for rail

31"

W-Beam rail

DETAIL "A"

714"

6-#7 x 10'-0"

W-Beam Terminal Connector

Bars "a"

Bars "b"

2-#5 x cont.

2" cl.

Bar "b"

#4

Bars "a"

112" cl.

712"

6-#7 x 10'-0"

5'-0" Taper

212" cl.

2" cl.

#4 w/180° hook @

12" x 7'-0" alternate

with full length bars @ 6"

712"

2" cl.

212" cl.

1"

2'-

078"

31"

DETAIL "A"

SECTION B-B

SECTION A-A

ELEVATION

SECTION C-C

SECTION D-D

PLAN

B

B

C

D

D

A A

#4

C

4- 78" dia. bolts

(ASTM A325) w/std. steel

washers and lock nuts

or jam nuts. (snug tight)

Drill horizontal bolt holes (bolt dia. + 18")

in hardened concrete with low-impact rotary drill.

Cut bolts after installation so they extend 34" max.

beyond nut. Grind smooth and cold galvanize.

Rebar

Placement

SketchAccompanied by dwgs. BR165, BR200, RD480, RD405, and RD415

br236.d

gn 03-2017

34" preformed expansion

joint filler or expansion

joint. See Bridge Plans.

typ.

1- 58" dia. post bolt

(ASTM A307) w/std. steel

washers (on back side)

and lock nut or jam nuts.

For details not shown see the following drawings:

BR165 Bridge End Panel

BR200 Type "F" Concrete Rail

RD480 Guardrail and Metal Median Barrier

RD405 Guardrail and Metal Median Barrier Parts

RD415 Guardrail and Metal Median Barrier Parts

This drawing is to be used on one-way facilities or where the

concrete bridge rail end is not exposed to approaching traffic.

For trailing ends without guardrail, provide reinforcement

shown and omit bolt holes and taper.

Concrete Bridge Rail


2021

-

-

-

-

-

-










gineer.



DATE




BR236

- 20-April-2018

GUARDRAIL

CONCRETE RAIL TO

CONNECTION TYPE "F"

TRAILING END BRIDGE

-

-

-

-

-

-

-

-

-

-

BR236

2"

2"

End post

(8'-

0" for railroad crossin

gs)

See Contract Plans for post spacing

2"

2"

45°

15°

30°

Tang

ent

Top of

parapet

2"

Curb & deck

End post

See General

Notes

See Contract Plans for post spacing

2"

2"

Separated sidewalk

2'-212"

1'-1"

2'-

678"

2'-

0"

6'-

0"

5"

2'-

0"

Stretcher bar 14"x34"

Stretcher bar

bands @ 1'-3" max.

(10'-0" max, typ.)

See General Notes

9'-

138"

8'-

0"

(10'-


gs)

Stretcher bar

bands @ 1'-3" max.

(10'-0" max, typ.)

Chain link fabric to be within 14" of concrete surface where applicable

(knuckle selvage at top and bottom of fence).

312"

1'-

212"

2"

8'-

0"

(10'-


gs)

Designers may use 13 PLF for fence selfweight.

Hot-dip galvanize all steel material after fabrication.

2"

(11'-


gs a

nd crossin

gs with

mainte

nance e

quip

ment cle

arance c

onflict)

Provide one stretcher bar at the beginning and end of each run.

No more than two fabric splices per run spaced at 50 ft.

Install all fence posts normal to grade in the longitudinal direction and

plumb in transverse direction.

Provide steel pipe for the fence posts conforming to ASTM

Specification A53 Grade B. Provide all other material for chain link

fence (fabric, pipes, and hardware) conforming to AASHTO

Specification M181 unless noted otherwise on the contract plans.

Provide all steel plates and shapes conforming to AASHTO Specification

M183 (ASTM Specification A36). Provide all bolts conforming to

AASHTO Specification M164 (ASTM Specification A325).

See Post Cap,

dwg. BR241

Top of sidewalk

Protective Fencing is designed according to the AASHTO LRFD

Bridge Design Specifications 4th Ed/2007 with 2008 Interim Revision.

The applied loading is 0.015 ksf according to LRFD Subsection 13.8.2.

Stretch chain link fabric and fasten to vertical posts at 1'-3" max. centers

and 2'-0" max. centers to horiztal brace rails.

Elevation similar to Type "C" Fence

TYPE 'A' FENCE SECTION

TYPE 'B' FENCE SECTION TYPE 'B' FENCE ELEVATION

TYPE 'C' FENCE SECTION TYPE 'C' FENCE ELEVATION

TYPE 'D' FENCE SECTIONElevation similar to Type 'B' Fence

Btm. of post level

w/btm of base PL

For connection details

not shown, see

Type "A" Fence,

dwg. BR241


not shown, see

Type "B" Fence,

dwg. BR241


not shown, see

Type "C" Fence,

dwg. BR241

Accompanied by dwg. BR241, BR242

Brace rail connection, see

dwg. BR242, typ. top & btm.





Brace rail connection,

see dwg. BR242,

typ. top & btm.

Use a straight fence similar to Type "C"

Fence for the Flush Mounted Combination

Bridge Rail dwg. BR220.

� Brace rail

� Plate

� Post

br240.d

gn 12-2016

NOTE

GENERAL NOTES

8'-0" Chain link fence,

2" mesh, 9 gauge

(10'-0" at R.R.)

Sidewalk Mounted

Combination Bridge Rail,

see dwg. BR216

8'-0" Chain link Fence,

2" mesh, 9 gauge

(10'-0" at R.R.)

See Post Cap,

dwg. BR241


2" mesh, 9 gauge

(10'-0" at R.R.)

2-Tube Curb

Mount Rail,

see dwg. BR206

Post dia. varies.


2" mesh, 9 gauge

(8'-0" at R.R.)

For Section A-A, see dwg. BR241

A A

312" dia. extra

strong pipe (4"

dia. std. pipe for

11'-1" height)

4-114" dia. std.

pipe brace rails

312" dia. extra

strong pipe (4" dia.

extra strong pipe

for 10'-0" fence).

Stretcher bar 14"x34"

114" dia. std.

pipe brace rail

114" dia. std.

pipe brace rail

Unless noted otherwise, provide and install 34" diameter concrete anchors

AASTHO M314, Gr. 36 (ASTM A307) resin bonded according to

ODOT Specification 00535. Provide anchors embedment such that the

required strength is achieved, but not less than 6".

Omit brace rails and allow the chain link fabric to be bulged 112"

out of plane to allow for expansion between posts on either side of

an expansion joint. See contract plans for location of fence posts

with respect to expansion joints.

3" dia. extra strong

pipe (312" dia. std.

pipe for 10'-0" height)

114" dia. std.

pipe brace rail

114" dia. std.

pipe brace rail

3" dia. extra strong

pipe (312" dia. std.

pipe for 8'-0" height).

114" dia. std.

pipe brace rail

238"±

See std. dwg. BR200

Type "F" Concrete Rail


2021

1










gineer.



DATE




BR240

- 20-April-2018

PROTECTIVE FENCING

-

-

-

-

-

-

-

-

-

-

BR240

3" typ.

1"

typ.

316

316

Post wall

Post cap

Fence post

316

Rail post2"

typ

12"

10"

Em

bed

typ

2"

316

1012"

Leveling nut

Separated sidewalk

10"

#4 bent bar

10"

3"

R+132"

316

typ.

min.

typ.

Horiz. short slotted hole

316

112" cl.

316

bonded anchor

Post dia. varies

316

38"

112"

34" V-groove

4-#4 Cont.

#4 U-bar

9"9"

1'-

1" 6

"

1" Grout

114" 23

4"234"

6"6"

1'-10"

114"

112"

7"

112"

114"

114"

112"

234"

112" cl.

typ

1'-

1"

1'-6" max. 4" 4" 4" 4" 4" 4" 1'-6" max.

114"

112"

34" Radius, do

not cold bend

4"

4"

1" Chamfer

318"

134"

34" dia. resin

Post dia. + 7

38"

12" Rad.

Short slotted

holes (typ.)

Vertical short

slotted hole

See Project Plans for

sidewalk reinforcing

PL 1 x 8 x 8

PL 1 x 8 x 8

TS4 x 4 x 0.1875

L4 x 312 x 38 x 61

4"

long leg horiz.

L4 x 3 x 38 x 614",

long leg horiz.

See Socket Weld

(this sheet)

Drill & tap cap

for 14" dia.

setscrew

(See dwg. BR240 for location of Section A-A)

#4 U-bars

and bent bars

min.

SOCKET WELD

POST CAP

SECTION A-A

SECTION B-B

TYPE "C" FENCE

SECTION C-CSECTION D-D

TYPE 'B' FENCE

TYPE 'A' FENCE

SECTION E-E

3"

316

316

114"

114"

114"

12" Rad.

512"

8"

PLAN

112"

41316"

Accompanied by dwg. BR240 and BR242

Longitudinal sidewalk

reinforcement not

shown for clarity.

Traffic Side

Traffic Side

Traffic Sid

e

Traffic Sid

e

Traffic Side

Traffic Side

Traffic Side

4- 1" holes� PL and post

Base PL

� Post

� Post and parapet

PL 1

� Fence post

Bent PL 12 x 3

post straps

� Rail post& parapet

� Fence post

PL 34

PL38

� Post and parapet

� Pipe post& rail post

� Fence post

PL 34

PL 38

� Post

B

B

CC

C

E E

C

br241.d

gn 01-2017

NOTE

Alternate orientation of slotted

holes on the lower clip angle.

� Fence post

NOTE

As an alternate to resin bonded anchor use

2- 34" dia. x 5" ± embedment concrete

insert with minimum safe working loads in

3300 psi concrete of 4.3 kips tension.

NOTE

PL12

PL14 Btm.

strap only

D

D

� Pipe post& rail post Post dia. varies

58" dia. bolt w/(2)

washers & self

locking nut, typ.

Post dia. varies

Washer & self

locking nut, typ.

PL14 x 1 x 6

btm. strap, ctrd.

on fence post

34" dia. resin

bonded anchor


w/washer and self

locking nut, typ.

Post strap, see

Section C-C

34" dia. x 10" anchor

bolt w/ std. washer &

self locking nut, typ.

Post dia. varies


2021










gineer.



DATE




BR241

- 20-April-2018

DETAILS-1

PROTECTIVE FENCING

-

-

-

-

-

-

-

-

-

-

BR241

3"

34"

34"11

2"

1" Rad. (typ.)

Brace band

ELEVATION: End Post

PLAN: End PostSECTION A-A

114" Std. pipe brace rail

Rail end11


3"

34"

34"11

2"

PLAN: End Post Restrainer Strap Detail

PLAN: Line Post Restrainer Strap Detail

*

ELEVATION: Line Post

PLAN: Line Post

1" Rad. (typ.)

1" Rad. (typ.)

1"

2"

112"34"



ELEVATION: Line Post Restrainer Strap Detail

Brace bands


*

*

Fence post

Fence post

Fence post

Fence post

Traffic Side

12" depth

of rail end

Drill 716" holes thru pipes and rail end

Traffic Side

1" x 1" Spacer (A36) thickness to match rail end.

Acceptable alternate: circular washer(s) of equal

thickness

(2 Required per brace rail)

(1 Required per brace rail)

Rail end

Rail end

Rail end

2- 34" x 12"

slotted holes.

Each end (typ.)

br242.d

gn 01-2017

� Post

� Post

112" x 18" flat bar (A36)

� Post

112" x 18" flat bar (A36)

� Std. pipe brace rail

� Post

112" x 18" flat bar (A36)

112" x 18" flat bar (A36)

112" x 18" flat bar (A36)

112" x 18" flat bar (A36)

NOTE

The slotted holes will allow rotation of the

Restrainer Straps to accommodate a roadway

grade up to approximately 8%.

Beyond 8%, the hole geometry should be

checked and adjusted as required.

112" x 18" flat bar (A36)

A

A

A

A

38" x 23

4" A307 bolts w/flat washers

both ends and self-locking nuts (snug tight).

Drill 716" holes thru pipes and rail ends

2- slotted holes, typ.

Similar to Line Post details

(post dia. varies)

*Fabricate to fit post dia.

and fence hardware


2021










gineer.



DATE




BR242

- 20-April-2018

DETAILS-2

PROTECTIVE FENCING

-

-

-

-

-

-

-

-

-

-

BR242

2"

12"

12"

typ.

Joint

width varies

Stretcher bar

bands @

15" max.

10'-0" max, typ.

7'-

6"

5"

2'-

0"

2'-

8"

6"

2'-

6"

2'-6" PL

both sides

Alu

min

um

sig

n p

anels

(splash-board)

Extend splash-

board to edge

of rail (typ.)

12" 12"

Aluminum sign panels

(splash-board). See

dwg. TM675 for details.

Designers may use 13 PLF for fence selfweight.

Hot-dip galvanize all steel materials after fabrication.

Provide one stretcher bar at the beginning and end of each run.

No more than two fabric splices per run spaced at 50 ft.

Install all fence posts normal to grade in the longitudinal direction and

plumb in transverse direction.

3" dia. extra

strong pipe

3" dia. extra

strong pipe

See Post cap Detail

dwg. BR241

Accompanied by dwg. BR241, BR242, TM675

Aluminum post clip,

bolts, nuts and washer

(typ. each side). See

dwg. TM675 for details

Fencing to be continuous over

bridge joint. Bulge fabric to allow

for joint movement.

Aluminum sign panels (splash-board).

See dwg. TM675 for details.

Stretch chain link fabric and fasten to vertical posts at 1'-3" max.

centers and 2'-0" max. centers to horizontal brace rails.

Provide steel pipe for the fence posts conforming to ASTM

Specification A53 Grade B. Provide all other material for chain

link fence (fabric, pipes, and hardware) conforming to AASHTO

Specification M181 unless noted otherwise on the contract plans.

Protective Fencing is designed according to the AASHTO LRFD

Bridge Design Specifications 4th Ed/2007 with 2008 Interim Revision.

The applied loading is 0.015 ksf according to LRFD Subsection 13.8.2.

Provide all steel plates and shapes conforming to AASHTO Specification

M183 (ASTM Specification A36). Provide all bolts conforming to

AASHTO Specification M164 (ASTM Specification A325).

� Post 5'-0" Chain link fence,

2" mesh, 9 gauge

114" dia. std.

pipe Brace Rail

114" dia. std.

pipe Brace Rail

34" dia. resin

bonded anchors

(A307), 6" embedment

38"x 6"x

516

Stretcher bar14" x 34"

Omit brace rails and allow the chain link fabric to be bulged 112"

out of plane to allow for expansion between posts on either side of

an expansion joint. See contract plans for location of fence posts

with respect to expansion joints.

Chain link fabric to be within 14" of concrete surface where applicable

(knuckle selvage at top and bottom of fence).

Unless noted otherwise, provide and install 34" diameter concrete anchors

AASTHO M314, Gr. 36 (ASTM A307) resin bonded according to

ODOT Specification 00535. Provide anchors embedment such that

the required strength is achieved, but not less than 6".

38"x 6"x 2'-6" PL

br245.d

gn 01-2017

A A

ELEVATION TYPE 'C' FENCE

at DECK JOINTS

with SPLASH-BOARD

TYPE 'C' FENCE SECTION

with SPLASH-BOARD

SECTION A - A

with SPLASH-BOARD

GENERAL NOTES

� Post � Post


2021










gineer.



DATE




BR245

- 20-April-2018

WITH SPLASH-BOARD

PROTECTIVE FENCING

-

-

-

-

-

-

-

-

-

-

BR245

Typ. ea.

side &

outside

corner

Rail post

Horizontal rail

Intermediate rail

3" for 6" bar

(4" for 8" bar)

Rail post

INTERMEDIATE VERTICAL

RAIL WELD

Normal 4'-0" ctr.-ctr.

anchor post spacing 34" v-groove

3"

316

typ.

434"

Outside edge

of conctrete

Center post

in blockouts

before groutingConcrete inserts

2-#4 U-bars

2"

Anchor p

ost continuous

(2 required per post)

Ctr. to ctr. of

blo

ckouts m

ay

vary at brid

ge e

nds

4'-

0" ty

p.

(ctr. to ctr.

of blo

ckouts)

2-#4 U-bars

w/1'-6" legs,

one each side of

post connection

#4 bar x cont.

2-#4 U-bars w/1'-6"

legs at each anchor post

#4 bar x cont.

8"

4'-0" max.

3'-0" min.

4'-0" max.

3'-0" min.

312"6"

212"

3'-

8"

Drill 34" vent hole

(center each way)

5"

212"

3'-

8"

5" dia.

blockout

#4 bar x cont.

Cut from L6 x 312 x 14

as shown

316

316

ELEVATION

8"

6"

typ.

ANCHOR POST - SECTIONSIDE MOUNTING POST - SECTION

SIDE MOUNTING POST - PLANANCHOR POST - PLAN

RAIL POST WELD RAIL SPLICE

DETAIL "A"

DETAIL "B"

Pay length for rail

See Project Plans for special

panel as required at bridge ends

8'-0" (typ. rail panel length)

(top rail-continuous)1-234"

typ.

Intermediate rail

3'-

8"

See Detail "B"

See Detail "B"

See Detail "A"

Walk width shown

on Project Plans

Walk width shown

on Project Plans

412"

412"

Circular formed holes,

5" dia. Set post in

non-shrinking grout.

34" dia. conc. inserts, minimum

length = 412", minimum safe

working in tension load = 4000 lbs.

12" Chamfer typ.

2-#4 U-bars

SIDE MOUNTING PLATE

VIEW A-A

Cut from

L6 x 312 x 14

6"

6"

312"

118"11

8" 334"

134"

118"

178"

PLATE WASHER

PL14

Rail splice

Rail splice

typ.

typ.

Splice top and bottom rails at

location to form typical panel


Plate Washer

412"

214"

GENERAL NOTES

Provide rectangular structural steel tubing according to Oregon Standard Specification

02810.20.

Provide HSS 212 x 11

2 x 14 for anchor post.

Provide HSS 212 x 1 x 0.083 (14 gauge) or HSS 21

2 x 1 x 0.125 (11 gauge)

for horizontal rails and terminal end verticals.

Provide HSS 2 x 1 x 0.083 (14 gauge), for intermediate verticals.

(TS 212 x 1 x 0.125 (11 gauge) may be used for intermediate verticals if

the anchor post weld details are used).

Provide all other structural steel conforming to AASHTO M183 (ASTM A36).

Hot-dip galvanize all structural steel including fasteners and inserts after fabrication.

Provide Galvanize Control Silicon according to Oregon Standard Specification 02530.70.

Construct railing conforming to the horizontal and vertical alignment of the structure.

Install posts normal to grade in the longitudinal direction and vertical in the transverse direction.

Provide continuous top horizontal rail elements over a minimum of two posts unless

shown otherwise on detail plans. Provide a minimum of two anchor posts per rail panel.

1"

G G

18

14

212"

18

18

14

12" normal

G

18

br246.d

gn 03-2017

PL 58x 218x 6" long steel bar

for HSS212x 1x 0.125 rails or

PL 1116x 23

16x 6" long steel bar

for HSS212x 1x 0.083 rail

Increase length of bar to 8" at

expansion joints.

PL 316x 212x 3

PL 316x 212x 3

� Rail

A

A

Note

Shim post out

to compensate

for deck slope

316" dia. x 12" deep hole for 316" dia. x 58"

long stainless steel roll pin. Drill hole after

galvanizing bar. Install bar pin side down

both rails (center pin both ways on bar).

12" dia. vent

12" dia. vent

12" dia. vent

12" dia. vent

At rail end: Miter joints

top & bottom rail members.

Weld & grind smooth.

12" dia. vents

12" dia. vents

(2" max. at exp. jts.

see bridge plans)

78" dia. hole

12"R., typ.

1" x 2" slotted

holes for 34"

dia. x 134" galv.

bolts (ASTM A307)

(Plate Washer

omitted for clarity


34" dia. vent in PL 316

Silicone joint sealer or

Structural Steel Caulk

bead all around, color to

match concrete or post.


2021










gineer.



DATE




BR246

- 20-April-2018

PEDESTRIAN RAIL

-

-

-

-

-

-

-

-

-

-

BR246

Pay length for parapet and rail

3"±

12"

typ.

Top of sidewalk

514"

112"cl.

1"

G G

18

14

"D"*

Deck Steel

4'-0" max. post spacing (3'-0" min.)

6"

typ.

9"

212"

18

18

14

G

18

corneroutsideside &


1"

12" normal

9"112"

334"

1'-

5"

1'-

10"

4'-

6"

2'-

8"

29"

+ "t" + "

D"

Min. embedment = 5"

29"

+ "t" + "

D"

412"

6"

See project plans for sidewalk

reinforcing steel details.

3"

Leveling nuts

12" 2"

212"

114"

3"

114"

212"

typ.14


typ.

Architectural

treatment when

required by

project plans

See Detail "A"

br250.d

gn 0

3-2017

2-34" dia. holes

Accompanied by dwg. BR221.

1" radius (typ.)

"t"*

412"

58" H.S.

resin bonded

anchors

min.

See Detail "B"

412"

Rail panel length can be increased

to 12'-0" only if required to

maintain a minimum of two posts

per rail panel.

12" dia. vents (typ.)


Rail post

Intermediate rail

Rail post

Horizontal rail

Rail post

3" for 6" bar

Finish grade

Intermediate

rail (typ.)

Rail post

(4" for 8" bar)

Splice top and bottom

rails at locations to

form typical panel


15'-0" max. see bridge plans for joint locations

Roughen

construction

joint

6"

6-#4 stop 2" clear of rail ends

and all joints.

**#4 (each side)



*Depth varies, see project plans.

8"

8"Concrete

Parapet Rail

For joint details

see dwg. BR221

2'-

8"

4-#4 u-bars

at ends and open

or exp. joints

(typ.)

Provide rectangular structural steel tubing conforming to Oregon Standard Specification 02810.20.

Provide HSS 212 x 1 x 0.125 (11 gauge) for rail posts.


2 x 1 x 0.125 (11 gauge) for horizontal and

end vertical rails.

Provide HSS 2 x 1 x 0.083 (14 gauge) or HSS 212 x 1 x 0.125 (11 gauge) for intermediate rails.


Hot-dip galvanize all structural steel including fasteners after fabrication. Provide Galvanize-Control

silicon according to Oregon Standard Specification 02530.70.

Provide Class 3300- 112 or 34 concrete.

Provide all reinforcing steel conforming to AASHTO M31 (ASTM A615), Grade 60 or A706.


Construct steel railing and concrete parapet conforming to the horizontal and vertical alignment of

the structure. Construct rail posts and parapet normal to grade in the longitudinal direction and

vertical in the transverse direction.

Provide and install high strength resin bonded anchors (AASHTO M314, Grade 36, ASTM A307)

according to Oregon Standard Specification 00535 and manufacturer's directions.

Tighten anchor nuts by the turn-of-the-nut method with a nut rotation of 60° turn from a

snug tight condition.

Provide continuous top horizontal rail elements over a minimum of two posts unless shown otherwise

on the detail plans. Provide a minimum of two rail posts per rail panel.

Locate reinforcing steel in parapet prior to drilling to eliminate conflicts.

ELEVATION

INTERMEDIATE VERTICAL RAIL WELD

DETAIL "A"

RAIL SPLICE

BASE PLATE DETAIL

DETAIL "B"

RAIL POST WELD

TYPICAL SECTION

PLAN

SECTION

NOTES

NOTE

PL 58

PL 58

� Rail post

GENERAL NOTES34" dia. hole

for zinc drain

12" dia. vent


see bridge plans)

#4 L-bars, see dwg. BR221 for details

#4 stirrups, see dwg. BR221 for details


(top rail-continuous)

PL 58 x 218 x 6" long steel bar

for HSS 212 x 1 x 0.125 rails or

PL 1116 x 23

16 x 6" long steel

bar for HSS 212 x 1 x 0.083

rail. Increase length of bar

to 8" at expansion joints.

Typ. ea.




both rails (Center pin both ways on bar).12" dia. vent

12" dia. vent 1

2" dia. vent


1" grout pad for

alignment of rail

posts


2021










gineer.



DATE




BR250

- 20-April-2018

CONCRETE PARAPET

SIDEWALK MOUNTED

PEDESTRIAN RAIL ON

-

-

-

-

-

-

-

-

-

-

BR250

See Detail "A" typ. all posts.

2'-

0"

4'-

9"±

typ.

2'-

8"

1" radius

29"

+ "t" + "

D"

Top of sidewalk

6"

29"

+ "t" + "

D"

See project plans for sidewalk

reinforcing steel details.

Adjust preformed expansion joint filler

locations and/or post locations to avoid

conflicts.

6"

9"

3"

2"±

10'-0" Max. Post spacing


2" dia. Std.

Steel Pipe Post. Jt. width + (8"±)

Bulge fabric to allow

for Joint movement.

Bridge Expansion

Joint

3"

1"

3"

2"

Leveling nuts

min.

Drill and tap for

6"

3" 6"

9"

5"

Construct chain link fence post and concrete parapet conforming to the horizontal and

Removable post

cap at each post

(cap only)

2" dia. Std.

Steel Pipe Post

Tighten anchor nuts by the turn-of-the-nut method with a nut rotation of 60° turn

from a snug tight condition.

TYPICAL SECTION

PLAN

BASE PLATE DETAILS

DETAIL "A"

ELEVATION

4"min.

Hot-dip galvanize all structural steel including fasteners and pipes after fabrication

Provide structural steel conforming to AASHTO M183 (ASTM A36).

Luminaire Pole

behind rail.

"t"*

Architectural

treatment when

required by

project plans

Roughen

constr. jt.

vertical alignment of the structure. Install fence posts and parapet normal to grade in the

longitudinal direction and vertical in the transverse direction.

15'-0" Maximum

(AASHTO M111). Provide Galvanize-Control silicon according to Oregon Standard

Specification 02530.70.




**#4 (each side)

*Depth varies, see project plans


em

bed

ment

8"

8"


Provide and install high strength resin bonded anchors (AASHTO M314,

Grade 36, ASTM A307) according to Oregon Standard Specification 00535 and

manufacturer's directions.

Provide heavy hexagon nuts conforming to AASHTO M291 (ASTM A563).

6-#4 stop 2" clear of rail ends and all joints

SECTION

Provide hole in

fence fabric as

required to

access handhole

in luminaire

pole.

Tighten nuts 60°

turn past snug tight

2'-

8"

Concrete

Parapet Rail

4-#4 u-bars

at ends and open

or exp. joints

(typ.)

"D"*

Deck Steel

#4 L-bars, see


#4 stirrups, see


112"cl.

412"

112"

112"11

2"

316

Chain Link Fabric to be within14" of concrete (Knuckle

selvage at top and bottom).

58" dia. H.S. Resin

bonded anchors

14" Dia. set screw

Notes

br253.d

gn 03-2017

2"±

PL 12 x 3 x 6

PL 12 x 3 x 6

� post

GENERAL NOTES

NOTE

Galvanized Chain Link Fabric

2" Mesh, (11 ga. 0.12" dia.)


Provide all pipe conforming to ASTM A53, Grade B.

Provide all reinforcing steel conforming to AASHTO M31 (ASTM A615), Grade 60 or A706.

For joint details see dwg. BR221

7 ga. (0.1770" dia.) tension wire

2-34" dia. holes1" dia. drain

hole thru plate

1" grout pad for

alignment of fence posts


2021










gineer.



DATE




BR253

- 20-April-2018

CHAIN LINK FENCING

CONCRETE PARAPET WITH

SIDEWALK MOUNTED

-

-

-

-

-

-

-

-

-

-

BR253

Typ. ea.

side &

outside

corner

TYPICAL SECTION

BASE PLATE DETAIL

DETAIL "B"

INTERMEDIATE VERTICAL RAIL WELD

RAIL POST WELD RAIL SPLICE

DETAIL "A"

3"±

typ.

Deck

** Dimensions indicated are

Pay length for parapet and rail

above finished grade.

1"

G G

18

14

212"

18

18

14

12" normal

6"

4'-0" max. post spacing (3'-0" min.)

typ.

9"

3"

Leveling nuts

12" 2"

212"

114"

3"

114"

212"

typ.14

412"

1'-

5"

1'-

10"

12"

4'-

6" **

2'-

8" **

114"

412"3"

712"

see dwg. BR200

For joint details,

See Detail "A"

See Detail "B"


PLAN

See Detail "B"


(top rail-continuous)

min.

6"

412"

Rail panel length can be increased

to 12'-0" only if required to

maintain a minimum of two posts

per rail panel.

Rail post

Horizontal rail

Intermediate rail

Rail post

Finish Grade

G

18

3" for 6" bar

(4" for 8" bar)

58" H.S. resin

bonded anchors

Rail post

Intermediate

rail (typ.)

Splice top and bottom

rails at locations to form

typical panel


15'-0" max. see bridge plans for joint locations.


1" grout pad for

alignment of rail

posts.

br256.d

gn 0

3-2017

ELEVATION

SECTION

GENERAL NOTES

NOTE

PL 58

PL 58

� Rail post

12" dia. vents (typ.)

12" dia. vent




12" dia. vent

12" dia. vent

12" dia. vent

34" dia. hole

for zinc drain


2-34" dia. holes


see bridge plans)




both rails (Center pin both ways on bar).

5

"

min.

em

bed

ment

Provide rectangular structural steel tubing conforming to Oregon Standard Specification 02810.20.

Provide HSS 212 x 1 x 0.125 (11 gauge) for rail posts.


2 x 1 x 0.125 (11 gauge) for horizontal

and end vertical rails.

Provide HSS 2 x 1 x 0.083 (14 gauge) or HSS 212 x 1 x 0.125 (11 gauge) for intermediate rails.


Hot-dip galvanize all structural steel including fasteners after fabrication. Provide

Galvanize-Control silicon according to Oregon Standard Specification 02530.70

Construct steel railing and concrete parapet conforming to the horizontal and vertical

alignment of the structure. Construct rail posts and parapet normal to grade in the longitudinal

direction and vertical in the transverse direction.

Provide and install high strength resin bonded anchors (AASHTO M314, Grade 36,

ASTM A307) according to Oregon Standard Specification 00535 and manufacturer's directions.

Tighten anchor nuts by the turn-of-the-nut method with a nut rotation of 60° turn

from a snug tight condition.

Provide continuous top horizontal rail elements over a minimum of two posts unless

shown otherwise on the detail plans. Provide a minimum of two rail posts per rail panel.

PL 58 x 218 x 6" long steel bar for

HSS 212 x 1x 0.125 rails or

PL 1116 x 2 316 x 6" long steel bar

for HSS 212 x 1x 0.083 rail.

Increase length of bar to 8" at

expansion joints.

See std. dwg. BR200

Type "F" Concrete Rail


2021










gineer.



DATE




BR256

- 20-April-2018

WITH PEDESTRIAN RAIL


-

-

-

-

-

-

-

-

-

-

BR256


min.

2"±


3"

1"

2"

316

2"

3"

4'-

9"±

3"412"

712"

min.

Leveling nuts

2" dia. Std.

Steel Pipe Post.

4"

Preformed Expansion

joint filler.

Chain Link Fabric to be within14" of concrete (Knuckle

selvage at top and bottom).

10'-0" max. post spacing


Bridge Expansion

Joint.

Jt. width + (8"±)

Bulge fabric to allow

for Joint movement.

Adjust preformed expansion joint filler

locations and/or post locations to avoid

conflicts.

2'-

8"

2'-

0"

112"11

2"

6"

Tighten nuts 60° turn

past snug tight.

1" grout pad

for alignment of

fence posts.

5"

Removable post cap

at each post.

Drill and tap for 14" dia.

set screw (cap only).

Hot-dip galvanize all structural steel including fasteners and pipes after fabrication.

Provide nuts for anchors with heavy hexagon nuts conforming to AASHTO M291

(ASTM Specification A563).

Provide all pipe conforming to ASTM Specification A53, Grade A or B.

Provide structural steel conforming to AASHTO M183 (ASTM A36).

Galvanized Chain Link Fabric

2" Mesh, (0.13" dia.) 11 ga.



2" dia. Std.

Steel Pipe Post

Provide hole in fence

fabric as required

to access handhole

in luminaire pole.


Provide all reinforcing steel conforming to AASHTO M31 (ASTM A615) Grade 60 or A706.

ELEVATION

TYPICAL SECTIONBASE PLATE DETAILS

PLAN

DETAIL "A"

4"min. 4"min.Luminaire Pole

behind rail

58" Resin

bonded anchors

br260.d

gn 01-2017

SECTION

GENERAL NOTES

2"± 2"±

2"±

� post


Construct chain link fence post and concrete parapet conforming to the horizontal and

vertical alignment of the structure. Construct rail posts and parapet normal to grade

and plumb transverse to roadway �.

PL 12 x 3 x 6

PL 12 x 3 x 6

Provide and install resin bonded anchors (AASHTO M314, Grade 36, ASTM A307)

according to ODOT Specifications 00535. Tighten anchor nuts by the turn-of-the-nut

method with a nut rotation of 60° turn from a snug tight condition.

See Detail "A",

typ. all post

7 ga. (0.18" dia.)

tension wire.

2-34" dia. holes 1" dia. drain

hole thru plate

NOTE

Std. dwg. BR200 Type "F" Concrete

Rail shown. Details similar for other

concrete bridge rails unless shown

otherwise on Project Plans.


2021










gineer.



DATE




BR260

- 20-April-2018

FENCING

WITH CHAIN LINK


-

-

-

-

-

-

-

-

-

-

BR260

min.

min.max.

max.

Barrier joint, see Note 'A'

Deck

min min

max max

1" grout

Omit grout


min

Blockout

1" grout

1" grout

Finish grade,

top of concrete

or AC wearing

surface.

Compression

joint sealer

Compression

joint sealer


1"1"

Finish grade, top

of concrete or AC

wearing surface.

Compression joint sealer, type 'D'

Compression

joint sealerStandard precast median barrier

modified for bolt holes.

Standard pin and

loop assemblyBridge deck

expansion joint

Compression

joint sealer,

type 'D'

Standard precast median barrier

modified for bolt holes Compression

joint sealer

Compression joint sealer, type 'D'

Bridge deck

expansion joint

Compression joint

sealer, type 'D'


VariesCompression

joint sealerPlug end

openings

Standard precast sections

modified for dowel holes.

4"

6"

6"

1"

grout

2'-0" max

Omit 1" grout

under barrier, typ.

2'-0" max

4'-0"1'-0"

2'-0"2'-0"

1'-0"4'-0"

6"

9"

9"

2'-0"

1'-0"1'-0"

Length may vary, 2'-0" min.

4'-0" 2'-0" 1'-0"

1'-0" 2'-0" 4'-0"

Omit 1" grout under barrier

crosshatch area, typ.

Compression joint

sealer, type 'D'. See

Note 'A' this drawing

Accompanied by dwg. RD500

Cast in place barrier shown. Dowels

may be used with precast barrier.

Special section of

precast barrier shown.

May be cast in place

Provide an extra set

of bolts if length is

greater than 6'-0"

SECTION B-B

SECTION A-A

SEALER PLACEMENT DETAIL

AT BARRIER JOINT

SECTION AT

BARRIER JOINT

5"

min

into c

onc.

*Use 2" x 1'-0"

continuous shear

key w/AC overlay.

PLAN: CONDITION 'A'

PLAN: CONDITION 'B'

ELEVATION: CONDITION 'B'ELEVATION: ALTERNATE FOR CONDITION 'B'

PLAN: ALTERNATE FOR CONDITION 'B'

ELEVATION: ALTERNATE FOR CONDITION 'A'

PLAN: ALTERNATE FOR CONDITION 'A'

Note

Condition 'A' to be used when end of

standard length section of barrier ends

more than 2'-0" from joint.

Note

Condition 'B' to be used when end of

barrier comes within 2'-0" of joint.

3-1" dia. x 2'-0" smooth dowels

(AASH70 M31, Gr36) galvanized, centered in section.

3-1" dia. x 2'-0" smooth

dowels (AASHTO M31, Gr. 36)

galvanized, centered in section.

414"

14"

14"

14"

2116"

112" dia. hole

312" x 4" blockout

112"

34"

(cha

mfer)

312"

14" chamfer

Provide 112" x 1'-0"

continuous shear key *

in new concrete deck

or AC overlay. Do not

cut into existing

concrete deck.

Note 'A'

Joint width at normal temperature

for seal, type 'D' shall be 1916". Maximum

opening permitted is 218". For bridge

deck joint width greater than 1916" at

normal temperature, the joint in the

median barrier shall be left open.

Drill 78" dia. holes with

a low-impact type drill to

a min. depth of 5" into

concrete.

br263.d

gn 03-2017

A B

BA

ELEVATION: CONDITION 'A'

Notes

See dwg. RD500 for details of precast or cast in place barrier not shown.

Alternate details or methods may be submitted for the approval of the engineer.

All bolts, nuts, washers and dowels to be hot dip galvanized.

Provide and install resin bonded anchors (AASHTO M31, Grade 36 (ASTM A307))

according to ODOT Specification 00535.

Note

Embed dowels in cast in place section. Drill or

cast 118" dia. x 1'-1" holes in precast section.

34" dia. resin bonded

anchors. Provide 14" x 212"

x 212" (AASHTO M183)

plate washer


2021










gineer.



DATE




BR263

- 20-April-2018

JOINTS (TYPE "F")

AT BRIDGE EXPANSION

CONCRETE MEDIAN BARRIER

-

-

-

-

-

-

-

-

-

-

BR263

Roadway

Fill varies

Top of culvert

or concrete slab

Fill v

aries

See DETAIL "A"

6'-3" max.

Rail post spacing (typ.)

Finish grade

min.Typ.

to next post

Type 2A GuardrailType 2A Guardrail

to next post

(See Grading Plans for limits)

12"

Finish

grade

Top of culvert

or concrete slab

Rail element

1

1

1

1

Tack (typ.)

2"

min.

10"

1"

3"

14

Leveling

nuts

Leveling

nuts

*

Varies

*

Type 2A Guardrail

6"

min.

2"

min.

78"

78"

78"

Wood block

2"

2"

W6x9 post

W6x9 post

214"

4"

118"

6'-178" 6'-3"

118"11

8"118"

6'-418"6'-3"

W6x9 post

1'-112"±

W6x9

post

112" grout

pad

4-34" dia.

anchor bolts. 11

2" grout

pad

W6x9 post

6"

8"

112"11

2" 5"

112"

112"

6"

W6x9

post

6"

112"

112"1

12"

112"

314" 5" 13

4"

Traffic Side

Traffic Side

Traffic Side

min.

TYPICAL SECTIONELEVATION

TOP VIEW

DETAIL "A"

SECTION A-A

ALTERNATE "A" ANCHOR PLATE

BASE PLATE DETAILSBASE PLATE DETAILS

Use guardrail hardware as shown on dwg. RD405.

Fabricate railing to the horizontal and vertical alignment

of the roadway. Installing posts normal to grade.

Provide all structural steel (except anchor bolts) conforming

to AASHTO M183 (ASTM A36).

Provide all bolts meeting ASTM A307, except as noted.

Hot-dip galvanize all structural steel after fabrication.

Provide Grade 36 anchor bolts according to ODOT Specification

02560.30 (a) (Alternate "A").

Provide and install Grade 36 resin bonded anchors according to ODOT

Specification 00535.

Coat all buried steel for immersion exposure with an approved product

from the qualified products list for structural coatings.

Prepare and coat surfaces according to section 00594 of Oregon Standard

Specification.

4- 78" x 112"

slotted holes.

Place as shown.

4- 34" dia., Grade 36

resin bonded anchors

718"

1"

718"

31"

1"

718"

2'-

078"

0 to 2'-

8"

Accompanied by dwgs. RD480, RD405

ALTERNATE "B"

br266.d

gn 03-2017

� W6x9post

� Timber post

NOTE

Field verify post length

prior to fabrication

Base PL 58 x 6 x 10

� W6x9post

NOTE

See Grading Plan for rail

termination details

� W6x9post

� Bolts forrail element

A

APL 58 x 6 x 10

PL 14x 6 x 8

ALTERNATE "A"

GENERAL NOTES:

14" x 6" x 8" anchor

plate w/ 78" dia. holes,

see detail this sheet

78" dia. holes

34" dia. holes

Wood block, see

dwg. RD405

0.105" Thick rail

element, see

dwg. RD405


2021










gineer.



DATE




BR266

- 20-April-2018

MODIFIED TYPE 2A RAIL

-

-

-

-

-

-

-

-

-

-

BR266

PLAN

SECTION 'A-A'

SECTION 'B-B'

BACK PLATEDEVELOPED VIEW: CONNECTION PLATE

CONNECTION PLATE BEND DETAILS

BASE PLATE DETAILS

ELEVATION

DETAIL "A"

2"

2"

10"

2"2"

612"

2" 2"

10"

Bend line

3" 714"

11"

10"

Finish Grade

Connection plate

Back Plate

2"

Grout pad

758"

612"

516

516

typ.

412" 41

2"

12"

2"

Post

Back Plate

Finish GradeSee Connection Plate

12"

11"

min.

8"

2'-7"

8"

2'-6"

112"

112"

5"

5"

1'-

1"

112"11

2"

6'-3"

1'-

10"±

*

6'-3"1'-8"

1'-

6"

1'-

6"

1'-6"

2'-

9"±

9"

7"

9" Curb assumed2'-

9"±

2@

4"

6"

334"

334"

2@

4"

1'-

312"

1'-

10"

6"

3'-5"

2'-7"

1'-034"2@4"

31316"

31316"

31316"31316"

See Grading

Plans

Treated timber block

2"x6"x1'-10"

5 spaces @ 1'-634" = 7'-93

4" 3 spaces @ 3'-112" = 9'-41

2"

R=

15'-

0"

See dwg. BR203 (NOTE 3 and SECTION D-D)

**

**

Terminal connector,

see dwg. RD410

8"x8" timber blocks (typ.)

use 1'-912" for this dimension.

Maintain first post spacing as shown.

Consider alternative attachment details

to the bridge rails end. (ie. partial curb

& end block removal or addition of a

new end block)

W8x15

W6x9

Curb

Curb

Accompanied by dwgs. BR203, RD405, RD410

2-34" dia. holes for

58" dia. bolts (ASTM A307)

6-1" dia. holes for78" dia. H.S. bolts

W8x24 or

alternate steel post

and base plate

Leveling

nuts

Guardrail Transition (each)

516

PL 1

(this sheet)

ALTERNATE POST

TRAFFIC SIDE

TRAFFIC SIDE

31"

***Transition top of rail height

to match 31" approach rail.

***

*If curb height is less than 8",

*1'-

10"±

*1'-

10"±

PL 38

4- 78" dia. H. S. resin bonded anchors

br270.d

gn 03-2017

GENERAL NOTES

NOTE

B

BA

A

PL 12

PL 12

Drill and tap 7 holes for 78" dia. H.S.

bolts. Bolts to be flush with back of plate

4-118" dia. holes

for 78" dia.

anchor bolts

Provide non-epoxy grout for the 2" nominal grout pads as noted in

Section 02080.

Provide structural steel conforming to AASHTO Specification M183

(ASTM A36).

Provide all H.S. bolts conforming to AASHTO M164 (ASTM A325).

Provide and install High Strength resin bonded anchors (Grade 105)

according to ODOT Specification 00535.

Hot-dip galvanize all anchor rods, washers, and nuts after fabrication.

Hot-dip galvanize all connection plate bolts, plates, and washers

after fabrication of plates.

Field verify before fabrication.

Thrie Beam rail, double thickness,

2- 0.105" thick elements (dwg. RD410)

Thrie Beam transition, single thickness,

1-0.135" thick element (dwg. RD410)

Guardrail Transition at all

corners. See Detail 'A' (typ.)

34" dia. holes thru

flange on web �

2" rad. web copes for

guardrail connections. Drill 6-118" dia. holes for

7#8" dia. H.S. bolts thru

existing bridge rail, (Use

a low-impact rotary drill).


2021










gineer.



DATE




BR270

- 20-April-2018

AND PARAPET RAIL

FLEX BEAM RAIL TO CURB

RAIL TRANSITION FROM

-

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BR270

Finish Grade

758"

full length of structure.

A maximum of 2 non-standard post

See Detail "B"

pad

2"

Grout

spaces may be used to adjust the rail

installation to match structure length.

412" 41

2"

12"

516 2"

Post

612"

516

516

typ.

Max. 2 post spaces @

min.

Leveling nuts

Finish Grade

Rail Post Spaces @ 6'-3" ctrs.

Full length of Structure

See Grading

Plans

8"

112"

112"

1'-

1"

5"

5"

112"11

2"

34"x11

2" slotted holes

9"

1'-6"

1'-

10"±

*

2'-

9"±

7"

Maintain post spacing at 6'-3"

less than 6'-3"

1'-

6"

1'-

6"

1'-

10"±

*

134"

*If curb height is less than 8",

use 1'-912" for this dimension.

thru front flange

1'-614"**

134"

**

8"x8" timber blocksSee NOTE 1 (this sheet)

(typ.)

Pay length for Rail (in feet)

Curb

Curb

W8x15

W6x9

12"

4'-

1"

212"

Post

Accompanied by dwgs. RD405, RD410

Guardrail Transition (each)

SECTION A-A

BASE PLATE DETAILSALTERNATE POST

SECTION B-B

SECTION C-C

ELEVATION

DETAIL "B"

PLAN

5 spcs @ 1'-634"= 7'-93

4" 3 spcs @ 3'-112"= 9'-41

2"

DETAIL "A"

Existing rail

Existing rail

Existing rail

W8x24 or

alternate steel post

and base Plate

Existing rail

31"

***Transition top of rail height

to match 31" approach rail.

***

***

PL 1

NOTE 1

Transition posts may be steel W6x9

or timber 8"x 8". All posts to be

of same material.

Thrie Beam transition, single thickness,

1-0.135" thick element (dwg. RD410)

Maintain first post-spacing as shown.

Consider alternative attachment details

to the bridge rail's end. (i.e. partial curb

and end block removal or addition of a

new end block)

PL 38

Provide non-epoxy grout for the 2" nominal grout pads in Section 02080.

Provide and install High Strength resin bonded anchors (Grade 105) according to

ODOT Specification 00535.

Provide all structural steel conforming to AASHTO Specification M183 (ASTM A36).

Hot-dip galvanize all posts, anchor rods, washers, and nuts be after fabrication.

Field verify dimensions before fabrication.

Guardrail Transition

at all corners. See

Detail "A" (typ.)

4- 118" dia. holes for


4- 78" dia. H.S. resin bonded anchors

Treated timber block

(select structural grade)

2"x 6"x 1'-10" with 34"

dia. hole offset 134"

from � of block.

br273.d

gn 03-2017

B

B

A

A

C

C

NOTE

NOTE

GENERAL NOTES

Thrie Beam rail, double thickness,

2-0.105" thick elements (dwg. RD410)


2021

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2021

20-April-2018-

overhang.

of the existing bridge deck

2. Check Structural Capacity

for anchorage.

of the existing curb/deck

1. Check Structural Capacity

Note to Designer:

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BR273

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TITLE

STANDARD DRAWING

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"=1'-0"41Scale:

PERSPECTIVE VIEW

" 41

HSS 7" x 4" x

"=1'-0"43Scale:

TYPICAL SECTION

"41

HSS 7" x 4" x

"=1'-0"21Scale: 1

DETAIL A

"41

Typ.

3'-

6"

Concrete Rail

Existing Type "F"

Existing Type "F" Concrete Rail

Detail A

Expansion joint

Rail Splice

Finish Grade

"41

2'-

8"

10"

4"6"

"211

Existing Deck

Existing Girder

Accompanied by dwg. BR200, BR203, BR236

embedment.

" min. 21

washer and nut, with 10

" Dia. Anchor rod with standard 43

Mounting plate, see details on Dwg. BR286.

3'-

8"

RAIL DATA FOR HORIZONTAL CURVES

LENGTH

MAX. CHORD

FACE OF RAIL

RADIUS TO

FABRICATE

CONSTRUCT OR

Over 2800' 29'-0" Straight rail sections

Over 1400' thru 2800' 14'-6"

Over 700' thru 1400' 7'-3"

Thru 700' Zero To required radius

or to chords shown

To required radius

Me

mbers

Rail

strengthen as required. Check structural capacity of the existing bridge deck overhang and NOTE TO DESIGNER:

and anchor rod setting to the Engineer for approval.Submit erection drawings showing panel lengths, mounting plate spacing,

than 5" movement.Do not use this railing on bridges with expansion joints providing more

transition is used.used for speeds of 45 mph and greater when a TL-3 rated guardrail Rail evaluated to meet MASH TL-4 requirements. This rail retrofit can be GENERAL NOTES:

Standard Specification 02530.70.except as noted. Provide Galvanize-Control Silicon according to Oregon Hot-dip galvanized structural steel including fasteners after fabrication,

”. 21embedment depth is 10

HS-1CC epoxy adhesive from the QPL. Minimum adhesive anchor Hilti HIT-HY200-A, or Hilti HIT-RE 500v3, or Red Head C6+ or Ultrabond chosen must be able to achieve a minimum pullout force of 30kips. Use accordance with Oregon Standard Specification 00535. Anchor adhesive Anchor installation, include hole size, drilling, and clean out, must be in

washer each. heavy hex nuts, one hardened steel washer, and one (2” O.D.) steel

” dia. ASTM F1554 Grade 105 threaded rods with 43Anchor rods must be

otherwise noted. Provide steel mounting plates conforming to ASTM A572 Gr 50 unless

02810.20.Provide structural tubing according to Oregon Standard Specification MATERIAL NOTES:

Field verify rail heights prior to fabrication.

Cap all open ends of tubular steel sections.

grinding prior to galvanizing.Round or chamfer all exposed edges of steel components 1/16” by

Grind smooth.The weld may be square groove, double vee groove, or single groove. One shop splice per panel is permitted with minimum 85% penetration.

minimum of three mounting plates.Panel lengths of rail section members must be attached continuously to a

Oregon Standard Specification 2080.30.mounting plate for gaps greater than 1/16”. Provide grout according to Erect mounting plates square to the top of parapet. Place grout under

testing as directed.any of the tests do not meet the required test load. Repair damage from 00535.45. Perform corrective measures to provide adequate capacity if Test adhesive anchors in accordance with Oregon Standard Specification CONSTRUCTION NOTES:

Existing Approach Slab

� Anchor

or Bridge Deck

Approach Slab

7/13/2021

br285.d

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BR285

- 01-July-2021

RETROFIT SHEET 1 OF 2

RECTANGULAR TUBE


July/2020

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07/2021

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Update section number for adhesive anchor test.

Mondify mounting plate to tube weld size, Detail A.

Note Changes / CAD edits

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BR285

TYPE "B" JOINT DETAIL

(Slip-Formed) (Fixed Forms)


PLAN: BARS AT OPEN

OR EXPANSION JOINTS

AND RAIL ENDS

(Fixed Forms)

(Slip-Formed)

112" dee

p

3"

11"

11"

TYPICAL SECTION (FIXED FORMS)

34"

12"

1116"6

" Expansio

n Jt. Filler).

3"

2"cl.

Concrete

Bars "a" & longit.

1" added Ht.

Finish Grade

Detail "A"

12" x 34" scoring all

faces above top of deck.

14"

112"

Bar weight assume joints at 15'-0" ctrs.

2"

10" R.

34" R.

114"

7"

"N"

Max. Joint

Traffic

Direction

"J"

Opening + 1"

3"

"J"+12"

4"

Opening + 2"

4"

8"

4"

Max. Joint

8"

min.

2'-

8"

9"

338"

Roadway Width

34" R.

12"

6"

8"

8"

3'-

3"

5"

6"

112"cl.

typ.

8"

Bars "c"

Bars "a"

Bars "b"

3'-

3"

6"

5"

8"

34"

4"

11"

11"

11"

3"

34"

73

4"

2'-

8"

38" Steel Front Cover Plate

3'-6" Ht.1" radius, typ.

1'-612"

17.3 #/ft.

5"

Detail "B"

478"


SECTION D-D


DETAIL "D"


0.617 ft C.G.

Csk Screw

**2-#4

#5 Bar "c" @ 8"

*11"

*3'-

6"

*3"

8-#4, Stop 2"

clear at all joints

and rail ends.

*Varies

112"cl.

#5 Bar "b" @ 8"

3"cl

Scoring Joints at equal spacing 15'-0" max.

between all other joints.

#5 Bars "a"

& "c" @ 8"

#5 Bar "b" @ 8"

OPEN OR EXPANSION JOINT DETAIL

14" Preformed


112"

deep

scored

joint

3'-

0" (1

4"

Preform

ed

SCORING JOINT DETAIL

3.45 ft.³/ft.


38" Steel Back

Cover Plate

AC

WS

typ.

8"

4-12" dia.

x 112" long

cap screws into

resin bonded

anchors (back side

of rail only)





Expansion Joint or12" to 1" Open Joint


Exp. Joint width)

34" preformed


34" wide x 11

2" deep

poured joint filler

3" 34" V-groove

Finish Grade


1"x3"x10"± polyfoam compression

joint sealer (Evazote or approved equal)

See dwg. BR291 for rail on end panel.

4 extra Bars "a", "b" and "c" at

each side of open or expansion joints

and at rail ends


(Fixed Forms)

***See PLAN: BARS AT OPEN or

EXPANSION JOINTS AND RAIL ENDS

8"8"

NOTES

*Place top of parapet 3'-6" above

finish grade. Increase dimensions


**Continuous thru scoring joints. Stop


(Slip-Formed or Fixed Forms)

#5 Bar "a" @ 8"***

***

***


Provide all reinforcing steel conforming to ASTM A706 or AASHTO

M31 (ASTM A615) Grade 60.


Splice #4 bars 1'-4" min., splice #5 bars 1'-8" min.



Hot-dip galvanize after fabrication.



Add 4 extra Bars "a" & "c"

front and back face plus 4 extra

Bar "b" each side of open or

expansion joints and at rail ends.

NOTE



0.12 ft.³/ft.

Scoring joint, see bridge

plans for location.

"N"= Spanned distance

at Mean Temp.

"J" = Joint Opening

at mean temp.

See Project Plans.

scored jt., typ.

1" radius,

typ.

112" deep scored

joint (typ.), see

Section A-A.

Appy Detail "C".

Type 'B' Joint with 14" preformed

expansion joint filler. Place at �interior bents with continuous deck.

If slip formed, use Type "B" Joint.

4-12" dia. x 1" long

Csk galv. bolts A307

into resin-bonded

anchors (front side of

rail only)

Detail "A"Section A-A

Detail "C"

Section C-C Section B-B

Detail "B"

GENERAL NOTES

br290.d

gn 0

3-2017

B

B A

A

DD

2 extra Bars "a", "b"

and "c" at each side

of scoring joints (typ.)


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BR290

- 20-April-2018

42 INCH

TYPE "F" CONCRETE RAIL,

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BR290

Bars "c"

Bars "b"

2"cl.

2"cl.

DETAIL "A"

Pay length for concrete bridge rail

5'-0" taper

6-#7x10'-0" Thrie Beam rail, double thickness,

2-0.105" thick elements.

See Grading

Plans

6-#7 x 10'-0"

2"cl.

2"cl.

4"

W8x15

7"

7"

Post

8"x8" timber blocks (typ.)

Ctr. of

holes

Ctr. of

post

2'-6"

#4 w/180° hook @ 12" x 7'-0"

Alternate with full length bars @ 6"


FRONT VIEW SIDE VIEW BACK VIEW

TOP VIEW

Bars "a"

3'-

6"

9"

Rebar

Placement

Sketch

2'-

8"

Thrie Beam

Terminal

Connector

For Rail details

not shown,

see dwg. BR290

Varies

Varies

(9" to 10")

10" Varies

12'-6" min.

(5" to 6")

Varies

(3'-

3" to 2'-

5")

(Bars "a" and "c" varies in length in this area)

2-#5 cont.

W6x9 (typ.)*

End of Bridge End Panel. *Transition posts may be steel W6x9 or timber 8"x8".


Back Face

Front Face

#4

Provide steel for wide-flange posts

conforming to AASTHO M183 (ASTM A36).


#4

Bar "b"

Bar "c"

Bar "a"

W8x15

W8x15

(typ.)



see Std. Dwg. RD410

31"

31"

EB C

A

D

br291.d

gn 03-2017

D E

B C

A

NOTE

For Thrie Beam Terminal

Connector details not shown,

See dwg. RD410

PLAN

ELEVATION

SECTION D-DSECTION C-C

DETAIL "A"

SECTION A-ATHRIE BEAM BLOCKS SECTION E-E

SECTION B-B

Notes

Edge of Bridge End Panel

Accompanied by dwgs. BR290, RD480, RD405 and RD410

typ.

212"cl.

112"cl.

212"cl.

758"

634"

818"

34" preformed expansion

joint filler or expansion joint.

See Bridge Plans. 714"

3 spaces @ 3'-112" = 9'-41

2"5 spaces @ 1'-634" = 7'-93

4"

212"

114" 11

4"

1'-

938"

634"

114" 11

4"

414"

18

78"

12"

212"

758"

1'-

938"

18

78"

1112"

1234"

1234"

2-58" dia. post bolts (ASTM A307)

w/std. steel washers galv. (on back

side) and lock nuts or jam nuts.

6-78" dia. galv. bolts (ASTM A325),

w/std. steel washers and lock nuts or

jam nuts, snug tight

Drill horizontal bolt holes (bolt dia. + 18")

in hardened concrete with low-impact rotary drill.

Cut bolts after installation so they extend 34" max.

beyond nut. Grind smooth and cold galvanize.


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BR291

- 20-April-2018

TO GUARDRAIL

CONCRETE RAIL, 42 INCH

TRANSITION TYPE "F"

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BR291

br200 - oregon.gov

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