BR200 - oregon.gov
Transcript of BR200 - oregon.gov
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***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
anchorage connectors
1" dia. hole through
barrier @ 10'-0" for
anchorage connectors
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
Hot dip galvanize after fabrication.
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
Effective Date:December 1, 2021 - May 31, 2022
20212021
1
1
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
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.
Accompanied by dwg. BR207
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.
Roughen construction joint
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
Effective Date:December 1, 2021 - May 31, 2022
2021
1
1
1
1
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
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).
Guardrail Transition, each
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",
(see details this sheet)
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).
Effective Date:December 1, 2021 - May 31, 2022
20212021
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
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
Pay Length for Bridge Rail
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
Effective Date:December 1, 2021 - May 31, 2022
2021
1
1
1
1
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
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
Accompanied by dwgs.
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
(see details this sheet).
Rail Attachment Bracket
(see details this sheet).
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
Guardrail Connection
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"
(see details this sheet)
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
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
expansion joint filler
*Note:
Top of parapet shall be 2'-8" above
finish grade. Increase dimension
marked thus (*) by depth of ACWS.
** 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
Accompanied by dwg. BR203
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
4-#4 stirrups per post
1'-
0"
(typ.)
1'-
0"
4-#4 stirrups per post
3-#4 U-bars
2-#5
6-#6 bent bars
@ 4", each side
of expansion joint
4-#4 stirrups per post
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
(ASTM A615) Grade 60.
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
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
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"
Pay Length for Bridge Rail
3" 3"
#7 U-bar
Accompanied by dwg. BR203
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.
Roughen construction joint
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
Rail designed and crash tested to meet NCHRP 350 TL-4 requirements.
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
(ASTM A615) Grade 60.
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
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
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"
Guardrail Transition, each
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
ESTIMATED QUANTITIES
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
2" clear at ends and all other joints.
**#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,
(1) 0.135" thick element,
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 insert length= 412"
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 concrete Class 3300 - 112 or 34.
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
"
Effective Date:December 1, 2021 - May 31, 2022
2021
1
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
BR216
- 20-April-2018
RAIL
COMBINATION BRIDGE
SIDEWALK MOUNTED
-
-
-
-
-
-
-
-
-
-
BR216
SECTION A-A
TYPICAL RAIL SECTION
PLAN: TRANSITION RAIL DETAIL
ELEVATION: TRANSITION RAIL DETAIL
ELEVATION: CONCRETE BRIDGE RAIL
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
ESTIMATED QUANTITIES
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,
dwg. BR223 for details
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
**Continuous thru scoring joints, stop
2" clear at ends and all other joints.
**#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.
Thrie beam rail, single thkn.,
(1) 0.135" thick element,
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 insert length= 412"
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)
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
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"
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"
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
(see Bridge Plans for
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
Expansion Joint Filler
2'-
2" (1
4"
Preform
ed
6"
112" deep
Use when water drains towards rail
and no deck joint seal is used.
Use joint fillers for length of
joint opening "J"+6".
**#4 (each side)
*Depth varies, see project plans
Roughen construction joint
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
Accompanied by dwg. BR203
2" cl. 4'-2"
(When Required by Bridge Plans)
#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
side of scoring joints
br221.d
gn 0
3-2017
TYPE 'B' JOINT DETAIL
(Fixed Forms)
B
BA
A
NOTES
GENERAL NOTES
12"±
Note
See dwg. BR203 for
Transition Concrete
Bridge Rail to Guardrail.
SCORING JOINT DETAIL
ELEVATION
EXPANSION JOINT COVER PLATE
OPEN OR EXPANSION JOINT
DETAIL
DETAIL "D"
SECTION D-D
TYPICAL SECTION
1"X3"X10"± polyfoam compression joint.
Rail designed and crash tested to meet NCHRP 350 TL-4 requirements.
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.
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.
34" V-Groove
NOTE
1" radius,
typ.
scored jt., typ.
1" radius,
typ.
Section B-BDetail "B"
Detail "A"Section A-A
Detail "C"
**Continuous thru scoring joints, stop
2" clear at ends and all other joints.
"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)
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
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
See bridge plans for joint locations
BAR "A"
BAR "B"
BAR "C"
"43123'-0"
2" Recess
"=1'-0"21Scale:
THRIE BEAM CONNECTION
ELEVATION
PLAN
side of scoring joints
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.
For skews greater than 20° make joints normal to rail.
At skewed bents up to 20° make joints parallel to the bent center line.
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
Effective Date:December 1, 2021 - May 31, 2022
2021
1
1
1
1
1
1
1
1
1
1
1
1
1
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
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
(When Required by Bridge Plans)
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.)
Grind all edges prior to
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
EXPANSION JOINT COVER PLATE
SECTION H-H
ANCHOR PLATE DETAIL
BASE PLATE DETAIL
1"x 2" slotted holes
TOP END RAIL PLATE DETAIL
Accompanied by dwgs. BR216, BR220
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
expansion joint filler
1" gap unless noted otherwise on detail plans. Tube Splice(s)
will be needed in panel that has a deck expansion joint.
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
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"
Accompanied by dwgs. BR203, BR230
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
Grind all edges prior to
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
accordance with ASTM A563.
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.
Effective Date:December 1, 2021 - May 31, 2022
2021
1
1
1
1
1
1
1
1
1
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
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
Guardrail Transition, each
"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
See details this sheet.
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
See details this sheet.
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
Effective Date:December 1, 2021 - May 31, 2022
2021
1
1
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
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
Accompanied by dwgs.
Guardrail Transition, each
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).
accordance with ASTM A563.
31"
NOTE 1
Transition posts may
be steel W6x9 or timber 8"x 8".
All posts to be of same material.
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 insert length= 412"
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"
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
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)
Guardrail Connection
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
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
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'-
0" for railroad crossin
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'-
0" for railroad crossin
gs)
Designers may use 13 PLF for fence selfweight.
Hot-dip galvanize all steel material after fabrication.
2"
(11'-
1" for railroad crossin
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
For connection details
not shown, see
Type "B" Fence,
dwg. BR241
For connection details
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.
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
8'-0" Chain link fence,
2" mesh, 9 gauge
(10'-0" at R.R.)
2-Tube Curb
Mount Rail,
see dwg. BR206
Post dia. varies.
6'-0" Chain link fence,
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
Effective Date:December 1, 2021 - May 31, 2022
2021
1
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
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
58" dia. anchor bolts
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
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
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
4" Std. pipe brace rail
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"
114" Std. pipe brace rail
114" Std. pipe brace rail
ELEVATION: Line Post Restrainer Strap Detail
Brace bands
Accompanied by dwgs. BR240, BR241
*
*
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
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
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
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
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
(see details this sheet).
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
(see details this sheet).
34" dia. vent in PL 316
Silicone joint sealer or
Structural Steel Caulk
bead all around, color to
match concrete or post.
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
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 &
At rail end: Miter joints
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
top & bottom rail members.
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.)
Weld & grind smooth.
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
(see details this sheet).
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)
**Continuous thru scoring joints, stop
2" clear at ends and all other joints.
*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.
Provide HSS 212 x 1 x 0.083 (14 gauge) or HSS 21
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.
Provide all other structural steel conforming to AASHTO M183 (ASTM A36).
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.
Place all bars 2" clear of the nearest face of concrete unless shown otherwise.
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
(2" max. at exp. jts.
see bridge plans)
#4 L-bars, see dwg. BR221 for details
#4 stirrups, see dwg. BR221 for details
8'-0" (typ. rail panel length)
(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.
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 1
2" dia. vent
34" dia. vent in PL 58
1" grout pad for
alignment of rail
posts
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
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
Pay Length for parapet
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.
Accompanied by dwg. BR221
**Continuous thru scoring joints, stop
2" clear at ends and all other joints.
**#4 (each side)
*Depth varies, see project plans
See bridge plans for joint locations
em
bed
ment
8"
8"
Place all bars 2" clear of the nearest face of concrete unless shown otherwise.
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
dwg. BR221 for details
#4 stirrups, see
dwg. BR221 for details
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 Class 3300 - 112 or 34 concrete.
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
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
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"
Accompanied by dwg. BR200
PLAN
See Detail "B"
8'-0" (typ. rail panel length)
(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
(see details this sheet).
15'-0" max. see bridge plans for joint locations.
Roughen construction joint
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
At rail end: Miter joints
top & bottom rail members.
Weld & grind smooth.
12" dia. vent
12" dia. vent
12" dia. vent
34" dia. hole
for zinc drain
34" dia. vent in PL 58
2-34" dia. holes
(2" max. at exp. jts.
see bridge plans)
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).
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.
Provide HSS 212 x 1 x 0.083 (14 gauge) or HSS 21
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.
Provide all other structural steel conforming to AASHTO M183 (ASTM A36).
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
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
BR256
- 20-April-2018
WITH PEDESTRIAN RAIL
TYPE "F" CONCRETE RAIL
-
-
-
-
-
-
-
-
-
-
BR256
Concrete Bridge Rail
min.
2"±
Concrete Bridge Rail
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
Pay Length for parapet
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.
Pay Length for parapet
Accompanied by dwg. BR200
2" dia. Std.
Steel Pipe Post
Provide hole in fence
fabric as required
to access handhole
in luminaire pole.
Place all bars 112" clear of the nearest face of concrete unless shown otherwise.
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
Provide concrete Class 3300 - 112 or 34.
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.
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
BR260
- 20-April-2018
FENCING
WITH CHAIN LINK
TYPE "F" CONCRETE RAIL
-
-
-
-
-
-
-
-
-
-
BR260
min.
min.max.
max.
Barrier joint, see Note 'A'
Deck
min min
max max
1" grout
Omit grout
Barrier joint, see Note 'A'
min
Blockout
1" grout
1" grout
Finish grade,
top of concrete
or AC wearing
surface.
Compression
joint sealer
Compression
joint sealer
Barrier joint, see Note 'A'
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'
Barrier joint, see Note 'A'
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
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
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
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
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).
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
BR270
- 20-April-2018
AND PARAPET RAIL
FLEX BEAM RAIL TO CURB
RAIL TRANSITION FROM
-
-
-
-
-
-
-
-
-
-
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
78" dia. anchor bolts
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)
Effective Date:December 1, 2021 - May 31, 2022
2021
-
-
-
-
-
-
-
-
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:
- -
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
BR273
- -
TITLE
STANDARD DRAWING
-
-
-
-
-
-
-
-
-
-
-
"=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
gn
Effective Date:December 1, 2021 - May 31, 2022
2021
1
1
2
2
2
2
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
BR285
- 01-July-2021
RETROFIT SHEET 1 OF 2
RECTANGULAR TUBE
TYPE "F" CONCRETE RAIL
July/2020
-
07/2021
-
-
Update section number for adhesive anchor test.
Mondify mounting plate to tube weld size, Detail A.
Note Changes / CAD edits
-
-
BR285
TYPE "B" JOINT DETAIL
(Slip-Formed) (Fixed Forms)
TYPE 'B' JOINT DETAIL
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"
EXPANSION JOINT COVER PLATE
SECTION D-D
ESTIMATED QUANTITIES
DETAIL "D"
(When Required by Bridge Plans)
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
Expansion Joint Filler
112"
deep
scored
joint
3'-
0" (1
4"
Preform
ed
SCORING JOINT DETAIL
3.45 ft.³/ft.
Accompanied by dwg. BR291
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)
Use when water drains towards rail
and no deck joint seal is used.
Use joint fillers for length of
joint opening "J"+6".
Expansion Joint or12" to 1" Open Joint
(see Bridge Plans for
Exp. Joint width)
34" preformed
expansion joint filler
34" wide x 11
2" deep
poured joint filler
3" 34" V-groove
Finish Grade
Roughen construction joint
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
ELEVATION: CONCRETE BRIDGE RAIL
(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
marked thus (*) by depth of ACWS.
**Continuous thru scoring joints. Stop
2" clear at ends and all other joints.
(Slip-Formed or Fixed Forms)
#5 Bar "a" @ 8"***
***
***
Rail designed and crash tested to meet NCHRP 350 TL-5 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.
Splice #4 bars 1'-4" min., splice #5 bars 1'-8" min.
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.
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
Details shown are general details only and should be
modified as needed to fit specific project requirements.
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.)
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
BR290
- 20-April-2018
42 INCH
TYPE "F" CONCRETE RAIL,
-
-
-
-
-
-
-
-
-
-
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"
Guardrail Transition, each
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".
All posts to be of same material.
Back Face
Front Face
#4
Provide steel for wide-flange posts
conforming to AASTHO M183 (ASTM A36).
Hot dip galvanize after fabrication.
#4
Bar "b"
Bar "c"
Bar "a"
W8x15
W8x15
(typ.)
Thrie beam rail, single thkn.,
(1) 0.135" thick element,
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.
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
BR291
- 20-April-2018
TO GUARDRAIL
CONCRETE RAIL, 42 INCH
TRANSITION TYPE "F"
-
-
-
-
-
-
-
-
-
-
BR291