ban05_end_ni.dgn
Effective: July 2005
Supercedes: June 2005
ROUTE
STATE
DISTRICT
SHEET NO.
MO
A
B
C
F
E
D
JOB NO.
CONTRACT ID
-#5-K1 & K2 (Spa. as shown)
6-Spa. @ 6"
PROJECT NO.
4-Spa.
@ 3"
#5-K9
Const. Joint
#5-K6 *
1 7/8 "
8"
8"
9 3/4 "
@ 3 13/16 "
3-Spa.
6-#5-K9
(Spa.as shown)
1 7/8 "
#5-K6 *
#5-K4
SECTION E-E
#5-K5 *
-#5-K3
SECTION D-D
(Spa. with K1 & K2)
B
C
F
E
D
ELEVATION
9 3/4 "
ELEVATION
3-#4-K10
A
#5-K2
9 3/4 "
3-#4-K10
@ 7" cts.
2"
(Spa. with K1 & K2)
2"
(Spa. with K1 & K2)
11-#5-K4
* Spaced with #5-K4 bars.
#5-K1
#4-K10
@ 7" cts.
-#5-K3
(Spa. with K1 & K2)
2"
#5-K4
6"
11-#5-K4
@ 7" cts.
Const. Joint
2 3/8 "
#5-K7 *
#5-K5 *
8"
3 3/8 "
8"
8"
9 3/4 "
@ 3 13/16 "
#5-K8 *
6"
#4-K10
#5-K9
Const. Joint
#5-K8 *
SECTION B-B
#5-K2
#5-K1
#5-K9
#5-K11 **
#5-K5, K6,
K7 or K8
#5-K9
#5-K7 *
#5-K1
#5-K2
#5-K11 **
#5-K11 **
2 3/8 "
4-#4-K10
#5-K1
2"
#5-K4
#5-K2
4-#4-K10
#5-K4
#5-K5,
K6, K7
or K8
(Each face)
(Spa. as shown)
3-Spa.
8"
8"
2-#4-K13
6-#5-K9
19"
2-#4-K10
#4-K13
10"
8"
#4-K10
8"
Const. Joint
SECTION A-A
1 7/8 "
1 7/8 "
3 3/8 "
@ 3 13/16 "
@ 4"
#5-K11 **
Const. Joint
DATE
4-Spa.
2-#4-K13
@ 4"
8"
6-#5-K9
9 3/4 "
#5-K9
2-#4-K10
@ 7" cts.
#5-K9
(Spa. as shown)
(Each face)
3-Spa.
1 7/8 "
3 3/8 "
@ 3 13/16 "
3-Spa.
8"
6-#5-K9
#5-K2
#5-K1
8"
9 3/4 "
(Spa.as shown)
1 7/8 "
3 3/8 "
@ 3 13/16 "
3-Spa.
8"
8"
6-#5-K9
(Spa.as shown)
#5-K2
COUNTY
@ 3"
4-Spa.
#5-K1
2 3/8 "
@ 3 13/16 "
-Spa. @ 8"
(Spa.as shown)
-Spa. @ 8"
3-Spa.
6-Spa. @ 6"
6-#5-K9
4-Spa.
3 3/8 "
2 3/8 "
3 3/8 "
-#5-K1 & K2 (Spa. as shown)
** Fit bar to follow transition face of curb
Const. Joint
Const. Joint
#5-K3
-#5-K1 & K2
2 3/8 "
(Spa. as shown)
6-Spa. @ 6"
4-Spa.
-#5-K1 & K2
-Spa. @ 8"
@ 4"
6-#4-K13
7"
3 3/8 "
#5-K11 **
19"
7 5/8 " 7 5/8 "
7 5/8 " 7 3/16 "
19"
8-#5-K9
#4-K13
2"
Hole
#5-K8 *
#5-K7 *
#5-K8 *
#5-K7 *
Transition face
#5-K11 **
#5-K6 *
#5-K6 *
#5-K5 *
Transition face
#5-K5 *
11 7/8 " 10"
11 7/8 "
10"
6"
6"
11-#5-K4
-#5-K3
(Spa. with K1 & K2)
(Spa. with K1 & K2)
-#5-K3
11-#5-K4
(Spa. with K1 & K2)
PLAN
(Spa. with K1 & K2)
PLAN
The top two K9, K10 or K13
bars shall be kept with
position close to those
shown in Sections A-A
thru F-F
4 1/4 "
1 3/4 "
2 1/8 " R.
3~8"
PART ELEVATION G-G
20"
PART ELEVATION
8"
¸ 1"
Holes
5"
Concrete traffic barrier delineators shall be placed on top of the safety
barrier curb as shown on Missouri Standard Plans 617.10 and in accordance
with Sec 617. Concrete traffic barrier delineators will be considered
completely covered by the contract unit price for "Safety Barrier Curb".
5"
(K3 or K4 thru K8 bars not shown for clarity)
3~8"
PART PLAN
DETAILS OF GUARD RAIL ATTACHMENT
Detailed
Checked
7"
7"
7"
9"
2"
NOTES: Use a minimum lap of 2~0" between K9 and K10 or K13 bars.
1" Chamfer
(Transition 1" chamfer
to 0" chamfer at Type
A Curb height for curb
gutter lines to match)
#5-K Bar
19"
G
18"
Const.
Joint
3~7"
K9, K10 or
1"
16"
3~1"
Const.
Joint
1"
K13 bars
3/8 "
3/8 "
SECTION F-F
6-#5-K9
4-#4-K13
#4-K10
7"
¸ 1"
3 3/8 "
5-1" Holes
@ 3 13/16 "cts.
4-#4-K10
8-#5-K9
8"
7"
2 3/8 "
@ 3"
4-Spa.
@ 4"
6-#5-K9
G
7"
4-Spa.
4-Spa.
6-#4-K10
20"
6-Spa. @ 6"
@ 3"
SECTION C-C
2"
#5-K3
(Spa. as shown)
-Spa. @ 8"
Roadway face of curb
K1-K2 BAR PERMISSIBLE
ALTERNATE SHAPE (***)
DETAILS OF SAFETY BARRIER CURB AT END BENTS
(***) The K1 and K2 bar combination may be
furnished as one bar as shown, at the
contractor’s option.
(Left barrier curb shown: right barrier curb similar)
Note: This drawing is not to scale. Follow dimensions.
Sheet No.
BAN 5
of
t:\br-proj\a_stdlib\barrier curbs_ban\ban inwork\ban05_end_ni.dgn
03:10:21 PM
03/15/2007