601-cwgs-01-st drawing sheet...s io s nal en i g e n r e r egiste r d e r i c h a r dradius l. va n...
TRANSCRIPT
![Page 1: 601-CWGS-01-ST Drawing Sheet...S IO S NAL EN I G E N R E R EGISTE R D E R I C H A R DRADIUS L. Va n C L E A V E 9750 DETAILS PLACED IN THIS FORMAT 09/04/12 09/04/12 09/04/12 /s/ Richard](https://reader033.vdocument.in/reader033/viewer/2022042212/5eb51a0b61e3fd33770bbf53/html5/thumbnails/1.jpg)
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
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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"
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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
![Page 4: 601-CWGS-01-ST Drawing Sheet...S IO S NAL EN I G E N R E R EGISTE R D E R I C H A R DRADIUS L. Va n C L E A V E 9750 DETAILS PLACED IN THIS FORMAT 09/04/12 09/04/12 09/04/12 /s/ Richard](https://reader033.vdocument.in/reader033/viewer/2022042212/5eb51a0b61e3fd33770bbf53/html5/thumbnails/4.jpg)
![Page 5: 601-CWGS-01-ST Drawing Sheet...S IO S NAL EN I G E N R E R EGISTE R D E R I C H A R DRADIUS L. Va n C L E A V E 9750 DETAILS PLACED IN THIS FORMAT 09/04/12 09/04/12 09/04/12 /s/ Richard](https://reader033.vdocument.in/reader033/viewer/2022042212/5eb51a0b61e3fd33770bbf53/html5/thumbnails/5.jpg)
DESIGN STANDARDS ENGINEER
CHIEF HIGHWAY ENGINEER DATE
DESIGN STANDARDS ENGINEER
DATEDESIGN STANDARDS ENGINEER
CHIEF HIGHWAY ENGINEER DATE
DESIGN STANDARDS ENGINEER
DATE
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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"