STATE
FEDERAL AID
SHEET
STATE
ROUTE
Face of backwall and end of terminal wall
ROUTE
PROJECT
NO.
PROJECT
VA.
Limit for railing payment on superstructure
C
L post
A
7’ typ.
6’-0" max. spa.
C
L pier
For rail details,
see sheet __.
C
L pier
6" typ.
1" open joint
B
RL07 series
Notes:
Terminal
wall
6" min. typ.
For notes, rail details and window dimensioning see sheet ___.
For details and reinforcing steel schedule of terminal wall, see sheet
___.
For Detail A, see sheet ___.
D
D
C
C
12"
6"
10"
12"
RG0501 typ.
1"
1
2"
1
2"
1
4
3"
Edge at
slab
2"
2"
Top of
sidewalk
2 spa. @ 9" max. typ.
1 spa. @ 7" max. typ.
12"
RL05 series
A
Top of
deck
B
1
2"
1
2"
1
RG0501 and RG0502
ABUTMENT
Terminal wall on approach
ELEVATION
C
L groove and end of
cast-in-place concrete
railing
1’
-2"
7"
PIER
PIER
With joint in slab
Without joint in slab
Traffic face
1
1"
2 @ eq. spa.
1"
Detail E
SECTION C-C
1
2"
1
1
2"
1
2"
1"
3
1
1
2"
G
1"
Traffic
face
1
2"
F
1
2"
1
3
F
1"
1’
-2"
3’
-6"
3’
-8"
4"
4"
RL07 series
1"
2"
3"
Terminal
wall
G
1
2"
4
12"
1
12"
4"
3"
1"
C
L pier
3"
1"
3"
9"
1"
1"
7"
DETAIL "E"
SECTION D-D
Scale: 3" = 1’-0"
REINFORCING STEEL SCHEDULE
RL05 series
END OF BARRIER ELEVATION
typ.
6"
1’-3"
PIER
ABUTMENT
6"
PART ELEVATION
br41102.
dgn
12"
1’-2"
3’
-4"
Terminal wall on superstructure
Face of rail
"
"
6"
2"
8"
1"
11"
6"
9"
10-15-2015
1’-3"
2"
6"
"
1"
8"
See Detail A.
1"
1"
1"
RG0501
Mark
Full scale
Size
RL05
#5
Pin
Length
Location
Rail
RL07
#7
RG0501
#5
3"
Rail
RG0502
#5
3"
8’-8"
Rail
Rail
RG0502
1
RL05 series
4’
-6"
1
1
2"
SECTION F-F
3’
-8"
RG0502
1
2"
RG0501
2" typ.
1
2"
1" typ.
1
1
2"
1" typ.
2
4’
-6"
RL07 series
3’
-6"
1
2"
2
1
1 2"
RL07 series
RG0502
No.
RL05 series
Dimensions in bending diagram are out-to-out of bars.
1
2"
sidewalk
4
COMMONWEALTH OF VIRGINIA
DEPARTMENT OF TRANSPORTATION
"
4"
Top of
1"
9"
1
2"
sidewalk
4
4"
Top of
1"
Sealed and Signed by:
Prasad L. Nallapaneni
Lic. No. 033003
On the date of
October 15, 2015
9"
"
2"
BR411-2
"
A copy of the original
sealed and signed
standard drawing
is on file in the
Central Office.
SECTION G-G
54" TEXAS C411 RAILING
Full scale
SECTION A-A
Scale: 1" = 1’-0"
Deck steel omitted for clarity
VDOT S&B DIVISION
RICHMOND, VA
STRUCTURAL ENGINEER
STRUCTURE AND BRIDGE DIVISION
SECTION B-B
Scale: 1" = 1’-0"
Deck steel omitted for clarity
No.
Description
Date
Designed:S&B DIV
Drawn:
Scale: " = 1’-0" unless otherwise noted.
c 2015, Commonwealth of Virginia
Revisions
S&B DIV
Checked: S&B DIV
Date
Plan No.
BR411-2
Sheet No.
54” CAST-IN-PLACE CONCRETE RAILING
TEXAS C411
NOTES TO DESIGNER:
The Texas C411 concrete rail with a height of 3’-6” and has been crash tested for TL-2 (TL = Test
Level). The crash tested rail has been modified to meet VDOT pedestrian rail height requirements
by adding a steel top rail. This railing is for use as a traffic barrier and for sidewalk applications.
The standard may be used when an open railing is required.
The standard showing railing miscellaneous details (BR411-3) and the appropriate terminal wall
standard (BR411-4 thru BR411-7) are to be included in plans when using this standard.
If an initial bituminous overlay is used on the bridge at the time of construction, vertical
dimensions and dimensions for reinforcing steel need to be adjusted. The dimensions shown are
established from top of the roadway surface. Therefore, for example if a 1” overlay at the curb is
set, the 4” dimension and overall 3’-6” height of the rail would need to be adjusted to 5” and 3’-7”
respectively.
It is the Contractor’s responsibility to determine the number of reinforcing bars required as well as
any other details or dimensions. Therefore, these items are to be left blank in the Reinforcing
Steel Schedule.
ADD THE FOLLOWING NOTES, DIMENSIONS, DETAILS, ETC. TO STANDARD:
ELEVATION:
Complete sheet number for window dimension details.
SECTION A-A:
Modify vertical dimension (4” and 3’-6” concrete railing height, and 4’-6” steel railing height) as
noted above if an initial overlay is used on the bridge.
SECTION B-B:
Modify vertical dimension (4” and 3’-8” concrete railing height, and 4’-6” steel railing height) as
noted above if an initial overlay is used on the bridge.
END OF BARRIER ELEVATION:
Modify vertical dimension (3’-8” end detail height and 3’-6” railing height) as noted above if an
initial overlay is used on the bridge.
VOL. V - PART 3
STANDARD BR411-2: NOTES TO DESIGNER
DATE: 01Oct2013
SHEET 2 of 3
FILE NO. BR411-2-2
54” CAST-IN-PLACE CONCRETE RAILING
TEXAS C411
ADD THE FOLLOWING NOTES, DIMENSIONS, DETAILS, ETC. TO STANDARD: (cont’d)
REINFORCING STEEL SCHEDULE:
Add dimension and length for rebar RG0502.
Modify bars if an initial overlay is used on the bridge.
NOTES:
Complete sheet number for rail connections and miscellaneous details.
Complete sheet number for terminal wall.
TITLE BLOCK:
Replace standard designation with plan number.
VOL. V - PART 3
STANDARD BR411-2: NOTES TO DESIGNER
DATE: 30Aug2013
SHEET 3 of 3
FILE NO. BR411-2-3