* * * *** *** *** 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) 3 4 " 1 2 " 11 16 " Concrete Bars "a" & longit. 1" added Ht. Fixed Forms Slip Forms Bars "A, C & E" Detail "A" 14.83 #/ft. 3 " 3 " 12 " ± 7 3 4 " 3 4 " 3 4 " 12 " 10 " 4 " 1 ' - 1 0 " 1 1 2 " c l . 4 1 2 " 4 1 2 " 1'-0" 2 ' - 5 " 4 1 2 " 4 " 4 " 1 1 2 " d ee p 1 4 " 1 1 2 " (When Required by Bridge Plans) 2"cl. 7 1 2 " 7 1 2 " 2'-8" Ht. 0.11 ft.³/ft. 10.81 #/ft. Bar weight assume joints at 15'-0" ctrs. 10" R. 3 4 " R. 1 1 2 "cl. Roadway Width 6 3 4 " 4 1 2 " 2 3 8 " 4 7 8 " 1'-4" 2 ' - 5 " 4 1 2 " 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"+ 1 2 " 4" 3 8 " Steel Back Cover Plate. "J" = Joint Opening at mean temp. See Project Plans. Opening + 2" 4" 8" Spanned distance @ Mean Temp. 6 " 8 " m i n . Max. Joint 5 " E xp a n s i on J t . F ill e r) . 3 " 2 ' - 2 "( 1 4 "P r e f o r m e d Provide 1" dia. hole through barrier @ 10'-0" for anchorage connectors 7 1 2 " 7 1 2 " typ. 3 4 " V-Groove Csk Screw Bars "b" Bars "a" Finish Grade 1" radius (typ.) 1" radius (typ.) 1 4 " Preformed Expansion Joint Filler 3 8 " Steel Front Cover Plate #3 bolster "U" bar 0.545 ft C.G. 1 1 2 " c l . 1 1 2 " c l . m i n . 1 1 2 " c l . t yp . **2-#4 Detail "B" 3 4 " wide x 1 1 2 " deep poured joint filler 3 4 " preformed expansion joint filler * Va r i e s 1 1 2 " c l . *11 " 2 ' - 8 " **2-#4 Bars "C" 7-#4 Bars "C". Stop 2" clear at all joints and rail ends. **2-#4 Bars "E" 1 2 " x 3 4 " scoring all faces above top of deck Finish Grade Detail "C" Detail "A" 3" cl. 1 1 2 " deep scored joint t yp . 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- 1 2 " dia. x 1 1 2 " long cap screws into resin bonded anchors (backside of rail only) Expansion Joint or 1 2 " 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" @ 7 1 2 " #4 Bar "b" @ 7 1 2 " #4 Bar "b" @ 7 1 2 " #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" @ 7 1 2 " 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 - 1 1 2 or 3 4 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. 7 1 2 " 1 1 4 " 4 1 2 " GENERAL NOTES NOTES A A B B C 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 1 4 " 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. b r 200 . dgn 06 - 2017 NOTE 3- 1 2 " 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" s c o r e d jt . ( t yp . ) 1 1 2 " 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 with NOTE: DATE OREGON STANDARD DRAWINGS CALC. BOOK NO. SDR DATE: REVISION DESCRIPTION BR200 - 20-April-2018 TYPE "F" CONCRETE RAIL BR200
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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: