601-cwgs-01-st drawing sheet€¦ · e 601-cwgs-01 through -06, and e 601-cwgt-01 and -02 where a...
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shoulder widthRequired
2’-0" min. clear
35’-0" R to back face of rail
PC
9
PT
25’-0"A
(See Table CWGS-1)
Guardrail transitionW-beam guardrail
W-b
ea
m g
uardrail
25’-0" minimum
2’-0"
min.
approach width
Public road
Bridge railing
Type WGB
Type TGB-
width
Req’d. shoulder
AT BRIDGE END
PUBLIC ROAD APPROACH INSTALLATION
GUARDRAIL TRANSITIONA
TABLE CWGS-1
< 25’
> 25’
connector system
Curved W-beam guardrail
STATE OF
No.
AADIN I N
PR
OFE
S
OIS
N LANE
I
G
EN
RE
RGEISTER
DE
RIC
HA
RD L. VanCLE
AVE
9750
09/04/12
E 601-CWGS-01
09/04/12
09/04/12DETAILS PLACED IN THIS FORMAT
INDIANA DEPARTMENT OF TRANSPORTATION
STANDARD DRAWING NO.
/s/ Richard L. VanCleave
/s/ Mark A. Miller
DATECHIEF ENGINEER
DATESUPERVISOR, ROADWAY STANDARDS
See Standard Drawing E 601-CWGS-03 for General Notes.1.
NOTES:
SEPTEMBER 2003
CONNECTOR SYSTEM
CURVED W-BEAM GUARDRAIL
STANDARD DRAWING NO.
INDIANA DEPARTMENT OF TRANSPORTATION
GUARDRAIL SYSTEM
CURVED W-BEAM
SEPTEMBER 2011
E 601-CWGS-02
NOTES:
1.
4
2
buffer details.
See Standard Drawing E 601-CWGS-04 and 05 for terminal end
See Standard Drawing E 601-CWGS-06 for CRT post details.
type WBG details.
See Standard Drawing E 601-TWGB-02 for guardrail transition
See Standard Drawing E 601-CWGS-03 for General Notes.
3
STATE OF
No.
AADIN I N
PR
OFE
S
OIS
N LANE
I
G
EN
RE
RGEISTER
DE
RIC
HA
RD L. VanCLE
AVE
9750
09/04/12DETAILS PLACED IN THIS FORMAT
09/04/12
09/04/12
/s/ Richard L. VanCleave
/s/ Mark A. Miller
DATECHIEF ENGINEER
DATESUPERVISOR, ROADWAY STANDARDS
5-01-00
5-01-00
Anthony L. Uremovich
/s/ Firooz Zandi
E 706-TTBP-05
TRANSITION, TPS-1
CONCRETE BRIDGE RAILING
MAY 2000
CR
T p
os
6’-
ts @
spaci
Li
mits
of
Cur
ve
d
W-
be
am
g
Li
mit
s
of
Cu
rv
ed
W-
be
am
gu
ar
du
ardr
ra
i
ail
l
ter
min
alconnect
or
system
system
6’-3"
3"
or W-beam guardrail
Guardrail transition type WGB
B
B
A A
Radius
L
W
fixed objects (See Table CWGS-2)
Hatched area shall remain free of
6
Terminal end buffer
Edge of
Tra
velw
ay
4
2
8
ng
1’-3 1/4
"2’-4"
1"
2’-3 3/4
"
or flatter
Slope 15:1
Face of rail
2’-0"
SECTION A-A
and hex nut
bolt with round washer
CRT post3
7
1"
2’-3 3/4
"or flatter
Slope 15:1
Face of rail
6" x 8" x 1’-2" wood block
6" x 8" x 6’-0" wood post
2’-0"
SECTION B-B
and hex nut
bolt with round washer
8"
16d Nail
CRT post
7
3
TABLE CWGS-2
5
6
RADIUS
8
11
40’ x 20’
50’ x 20’
30’ x 15’
L x W
OF FIXED OBJECTS
REQUIRED AREA FREE
25’ x 15’
POSTS
NO. OF CRT
8’-6"
25’-6"
17’-0"
35’-0"
TABLE CWGS-3
RADIUSTYPEPANELS REMOVED
NUMBER OF 6’-3"
8’-6"
2
3
4
5
6
7
8
9
1
8’-6"
8’-6"
17’-0"
17’-0"
17’-0"
25’-0"
25’-0"
25’-0"
1
1
1
2
2
2
0
0
0
CONNECTOR SYSTEM
2
1 25’-0"
35’-0"
0
0
CURVED W-BEAM GUARDRAIL SYSTEMS
TERMINAL SYSTEM
connector system.
This dimension shall be 5 ft for the 35 ft radius curved W-beam guardrail
radius.
A minimum 4 ft width shoulder shall be used with a 15 ft minimum drive
be 2:1 or flatter.
The embankment slope behind the curved W-beam guardrail system shall
guardrail shall not be bolted to this post.
For the 8’-6" radius curved W-beam guardrail terminal system,
panels to be removed for each type of curved W-beam guardrail system.
are to be omitted. See Table CWGS-03 for the number of guardrail
outside of the clear zone and the plans specifically state that panels
W-beam guardrail terminal system only where the bridge railing falls
A maximum of two guardrail panels may be omitted from the curved
W-beam guardrail connector system shall be used.
run of guardrail only at a driveway. For a public road approach, a curved
A curved W-beam guardrail terminal system shall be used to terminate a
same as for the guardrail specified for the adjacent run.
Except where otherwise shown, all hardware and installation shall be the
shown on the plans in accordance with Table CWGS-3.
The type of curved W-beam guardrail system to be used shall be as
curved W-beam guardrail system is specified.
E 601-CWGS-01 through -06, and E 601-CWGT-01 and -02 where a
This drawing shall be used in conjunction with Standard Drawings
4.
3.
5.
2.
1.
6
9
GENERAL NOTES
8
7
STATE OF
No.
AADIN I N
PR
OFE
S
OIS
N LANE
I
G
EN
RE
RGEISTER
DE
RIC
HA
RD L. VanCLE
AVE
9750
E 601-CWGS-03
INDIANA DEPARTMENT OF TRANSPORTATION
STANDARD DRAWING NO.
GUARDRAIL SYSTEM
CURVED W-BEAM
SEPTEMBER 1999
09/04/12
09/04/12
09/04/12DETAILS PLACED IN THIS FORMAT
/s/ Richard L. VanCleave
/s/ Mark A. Miller
DATECHIEF ENGINEER
DATESUPERVISOR, ROADWAY STANDARDS
DESIGN STANDARDS ENGINEER
CHIEF HIGHWAY ENGINEER DATE
DESIGN STANDARDS ENGINEER
DATEDESIGN STANDARDS ENGINEER
CHIEF HIGHWAY ENGINEER DATE
DESIGN STANDARDS ENGINEER
DATE
STANDARD DRAWING NO.
INDIANA DEPARTMENT OF TRANSPORTATION
GUARDRAIL SYSTEM
CURVED W-BEAM
SEPTEMBER 2011
E 601-CWGS-06
STATE OF
No.
AADIN I N
PR
OFE
S
OIS
N LANE
I
G
EN
RE
RGEISTER
DE
RIC
HA
RD L. VanCLE
AVE
9750
1
See Standard Drawing E 601-CWGS-04 for location of Post B.
The TS 2 1/2" x 2 1/2" structural tube shall be welded to Post B only.
NOTE:
09/04/12
09/04/12
09/04/12DETAILS PLACED IN THIS FORMAT
/s/ Richard L. VanCleave
/s/ Mark A. Miller
DATECHIEF ENGINEER
DATESUPERVISOR, ROADWAY STANDARDS
8"
8"
5/8" steel plate
BEARING PLATE
1"
1"
FRONT VIEW SIDE VIEW
1" x 3/16" x 1"˜
1" x 3/16" x 8"˜
1/8 1/2"
1/8
1/8
4"
3"
SIDE VIEW
1’-3 1/2
"8"
1"
6"
holes
3"3"
5’-0"
FRONT VIEW
1/4
1/4
TS 8" x 6" x 3/16"
TS 2 1/2" x 2 1/2" x 1/4" x 8"1
POST B
STEEL TUBE
2"
SIDE VIEW
WOOD BREAKAWAY POST
5 1/2" 7 1/2"
FRONT VIEW
7"
1’-6"
2 1/2
"
3’-6 1
1/1
6"
1’-3 3/1
6"
sleeve (2 3/8" O.D.)
std. 2" I.D. pipe
timber post
Treated
5 1/2" x 7 1/2"
alignment
Centerline for
alignment
Centerline for
6’-0"
6" x 8" treated timber post
8"
CRT POST
FRONT VIEW SIDE VIEW
6"
7"
1’-3 1/4
"2’-4"
SOIL PLATE
2’-0"
2’-0"
1/4" steel plate
9"6"9"
1’-0"