SHEET
NO
FISCAL
YEARPROJECT NO
REFERENCE
8"
CLEnds
at Barrier
2"Cover
Spaced @ 1'- 0" C-C
V1 Bars (#4)
1
(#5)
H1 Bars
ELEVATION VIEW
(WWR) Option for Bars V1 and H1
Welded Wire Reinforcement
D20
Horizontal(
WW
R)
LC
(IN.)
HEIGHT
BARRIER
A B C
42
48
54
CONSTANT SLOPE FACE (CSF) BARRIER
CONSTANT SLOPE FACE CONCRETE BARRIER
(CSF)(42")
Constant Slope Face (CSF) on Roadway
ƒ " MinE
qual
Spaces of
(4"
min, to 6"
max)
DIMENSIONS (IN)
3" min from V1 Bars
(Typ)
1ƒ"
8"
Paved Shoulder
Edge of
(#4)
H1 Bars
6"
42"
*
*
6"• "
depending on barrier height
H1 Bars (#5) Equally spaced
Longitudinal Reinforcement
10"
(AT RETAINING WALL)
REINFORCING STEEL CSF 4-A
Pi
n
2"
Be
ndi
ng
3"
5"
AT 12" C-C
D14 VERTICAL WIRES
GENERAL NOTES
A
A
A10' LENGTH
LONGITUDINAL BARS (#4)
(FLEXIBLE PAVEMENT)
CONCRETE BARRIER
CONSTANT SLOPE FACE
D.J.W.
10/2017
42"
16"
B
B
SECTION B-B
BARRIER IS SYMMETRICAL ABOUT THE CENTER LINE
1"
36"
26
28 ‚
30 • 62 ‚
26"
8"
LC
CONSTANT SLOPE FACE CONCRETE BARRIER
(CSF)(42")
24"
D
D
24
26 ‚
28 •
ACCORDINGLY.
BARRIER AND REINFORCEMENT DIMENSIONS
TO 48" OR 54". THIS WOULD INCREASE THE
(CSF)(42") BARRIER HEIGHT MAY BE INCREASED
50 ‚
56 ‚
Wall
Retaining
Note 6).
(See General
as required
Drainage Slots,
3'Long X 3"Deep (Min)
SEE NOTE 7
edge and top clearances.
or bent to accomodate the
drainage slots may be cut
Reinforcement around the
Note:
25 Œ
27 •
29 ‡
B
C
RADIUS.
OR TOOLED
SHALL HAVE 1" RADIUS
TOP EDGES OF CSF BARRIER
RADIUS.
OR TOOLED
SHALL HAVE 1" RADIUS
TOP EDGES OF CSF BARRIER
#4 RebarV1 Bar
Pin
2"
Bendin
g
(#4)
V1 Bars
DETAIL
GRADE SEPARATION
*
42"
B
C
5"
10" 1
0"
CL
DETAIL
GRADE SEPARATION
*
42"
10"
SECTION A-A
2"
2"
(TYP)
1 ƒ"
2"
2"
24"
6"
(CSF(Se) SECTIONS ONLY)
REQUIRED CONSTRUCTION JOINT
DETAILS OF
THROUGH CONSTRUCTION JOINTS
REQUIRED REINFORCING
DETAILS OF
11 3/8 "
6"
19"
(FOR Se BARRIER)
6" O.C.
#5 BARS
BARRIER)
(FOR Se
6" O.C.
#5 BARS
EXCEEDS 30"
IF GRADE SEPERATION
SPECIAL DESIGN REQUIRED
K
(Option A)
1•" - 18"
(Option B)
18" - 30"
(Optional)
JOINT
CONSTRUCTION
for required locations)
(Reference Details A-A
V1 Bar(#4)
1• "
Max
TENNESSEE
FLORIDA
GulfofMexico
GEOR
GIA
MISSISSIP
PI
DEPARTMENT OF TRANS
PORT
ATI
ON
ALABAMA
DESIGN BUREAU SPECIAL DRAWING
1409 COLISEUM BOULEVARD
MONTGOMERY, AL 36130-3050
OF TRANSPORTATIONALABAMA DEPARTMENT
SPECIAL DRAWING NO INDEX NO
REVISIONS
UNAUTHORIZED USE OF THIS DRAWING MAY BE PROSECUTED TO THE FULLEST EXTENT OF THE LAW.
OF TRANSPORTATION REPRESENTATIVE AUTHORIZED TO APPROVE THIS USE. ANYONE MAKING
ANY ORGANIZATION, WITHOUT THE EXPRESSED WRITTEN CONSENT OF THE ALABAMA DEPARTMENT
TRANSPORTATION AND IS NOT TO BE COPIED, REPRODUCED, ALTERED, OR USED BY ANYONE, OR
THIS DRAWING REPRESENTS DESIGNS PREPARED FOR USE BY THE ALABAMA DEPARTMENT OF
CURRENT ALABAMA DEPARTMENT OF TRANSPORTATION
--SPECIFICATIONS--
Bureau Std Engr:
DRAWN BY: DATE DRAWN:
NOT TO SCALE
SHEET
NO
FISCAL
YEARPROJECT NO
REFERENCE
32"
MI
N.
42"
OPTIONAL CONSTRUCTION JOINT
(40' SPACING TYP.)
PAY ITEM 707G
DELINEATORS
BARRIER MOUNTED
SUPPORT
FOR LATERAL
REQUIRED
EQUIVALENT
(TYP) OR
PAVEMENT
OF ASPHALT
1" MINIMUM
for entire length.
required for 4A
Footing always
Note:
(WWR) GENERAL NOTES
6"
12"
12"
SUPPORT
FOR LATERAL
REQUIRED
EQUIVALENT
(TYP) OR
PAVEMENT
OF ASPHALT
1" MINIMUM
(IN.)
HEIGHT
BARRIER
(IN.)
LENGTH
BAR
54
48
42 8
30
20
OFFSET #5 BAR1 ƒ" MIN
D.J.W.
NOTE:
TENNESSEE
FLORIDA
GulfofMexico
GEOR
GIA
MISSISSIP
PI
DEPARTMENT OF TRANS
PORT
ATI
ON
ALABAMA
DESIGN BUREAU SPECIAL DRAWING
1409 COLISEUM BOULEVARD
MONTGOMERY, AL 36130-3050
OF TRANSPORTATIONALABAMA DEPARTMENT
SPECIAL DRAWING NO INDEX NO
REVISIONS
UNAUTHORIZED USE OF THIS DRAWING MAY BE PROSECUTED TO THE FULLEST EXTENT OF THE LAW.
OF TRANSPORTATION REPRESENTATIVE AUTHORIZED TO APPROVE THIS USE. ANYONE MAKING
ANY ORGANIZATION, WITHOUT THE EXPRESSED WRITTEN CONSENT OF THE ALABAMA DEPARTMENT
TRANSPORTATION AND IS NOT TO BE COPIED, REPRODUCED, ALTERED, OR USED BY ANYONE, OR
THIS DRAWING REPRESENTS DESIGNS PREPARED FOR USE BY THE ALABAMA DEPARTMENT OF
CURRENT ALABAMA DEPARTMENT OF TRANSPORTATION
--SPECIFICATIONS--
Bureau Std Engr:
DRAWN BY: DATE DRAWN:
NOT TO SCALE
SHEET
NO
FISCAL
YEARPROJECT NO
REFERENCE
3"
3"
6 RUNS FOR 54" BARRIER.
FOR 42" HEIGHT BARRIER, 4 RUNS FOR 48" BARRIER, AND
PORTION ABOVE 36" WILL CONSIST OF 2 RUNS (1 PER SIDE)
IN LOWER 36" PORTION OF BARRIER (4 PER SIDE). THE
LONGITUDINAL REINFORCEMENT WILL CONSIST OF 8 RUNS
WIRE SHALL NOT EXCEED 3".
FROM THE END OF THE BARRIER SECTION TO THE FIRST
PERMITED AS DIRECTED BY THE ENGINEER. THE DIMENSIONS
4. COMBINATIONS OF REINFORCING STEEL AND WWR WILL BE
SPLICE LAP LENGTH OF 12".
3. WELDED WIRE SPLICE LOCATIONS SHALL HAVE A "MINIMUM"
THE DRAINAGE SLOTS, AS DIRECTED BY THE ENGINEER.
2. WELDED WIRE CAGE MAY BE CUT AND BENT TO ACCOMMODATE
CONFORM TO ASTM A497.
1. DEFORMED WELDED WIRE REINFORCEMENT (WWR) SHALL
62901CSF-629-FP (SHEET 1 OF 2)
10" MIN
ABUTS RIGID OBJECTS OR STRUCTURES.
R3/4" EXPANSION JOINT REQUIRED ONLY WHEN BARRIE7.
GEOMETRIC CHANGES TO THE BARRIER FACE.
MAY BE INCREASED TO A MAXIMUM OF 5", WITHOUT
SHOWN IN THE PLANS, DRAINAGE SLOT HEIGHTS ON THE CSF
DRAINAGE SLOT LOCATIONS (12'-0", O.C. MIN SPACING) IF 6.
OR CSF 4-A MODIFIED BARRIER.
CONTINUOUSLY THROUGHOUT THE LENGTH OF ANY CSF 4-AC.
DETAIL BELOW).
GRADE SEPARATION (SE) BARRIER (AS SHOWN IN THE
CONTINUOUSLY THROUGHOUT THE LENGTH OF ANY B.
JOINTS BETWEEN RAIL ELEMENTS.
ANY LENGTH OF RAIL, INCLUDING ANY UN-REINFORCED
THE BEGINNING AND ENDING 10 FEET (LONGITUDINAL) OF A.
FOLLOWING SITUATIONS:
BARRIER PAY ITEM (629A) AND IS REQUIRED IN THE
SHALL BE A SUBSIDIARY OBLIGATION OF THE APPLICABLE
THE 10" MIN DEPTH FOOTING AS SHOWN IN SECTION A-A 5.
BARRIER SHALL THEN BE PAID FOR AS CSF (SE) BARRIER.
TWO ROADWAYS, AT THE BARRIER, GREATER THAN 1.5". THE
UNTIL THERE IS A DIFFERENCE IN THE ELEVATION OF THE
THE PAYMENT FOR THE MEDIAN BARRIER SHALL BE AS CSF 4.
INTO MEDIAN.
SHALL BE INSTALLED PRIOR TO SHIFTING TCP TRAFFIC
DELINEATORS REQUIRED 20'-0" O.C. THESE DELINEATORS
SAWED CONTRACTION JOINTS AND BARRIER MOUNTED 3.
FOR THE BARRIER WALL.
SHALL BE A SUBSIDARY OBLIGATION OF THE PRICE BID
AASHTO DESIGNATION M-33. THE COST OF THIS ITEM
JOINT MATERIAL(BITUMINOUS TYPE) FILLER MEETING
EXPANSION JOINTS AT BRIDGE PIER SHALL BE PREFORMED2.
OF EQUIVALENT STEEL AREA.
REINFORCING STEEL AS SHOWN OR WELDED WIRE FABRIC
SHALL CONSIST OF CONTINUOUS LONGITUDINAL
THE REINFORCING SHALL BE CONTINUOUS. REINFORCING 1.
MI
N
MI
N
MI
N
4-A on 7-21-2020 by DJW.
depth call out to footing of Type
Modified General Note 5 and added4.
Details on 07-09-19 by J.F.T.
Revised Optional Construction Joint3.
Details on 12-4-2018 by D.J.W.
Revised Optional Construction Joint2.
Pavement)" on 10/18/17 by LVS
Face Concrete Barrier (Flexible
to MASH approved "Constant Slope
Changed Drawing from Jersey Barrier 1.
CLEnds
at Barrier
2"Cover
Spaced @ 1'- 0" C-C
V1 Bars (#4)
1
(#5)
H1 Bars
ELEVATION VIEW
3"
5"5"
3 ~ (#6) Anchor Bars Spaced @ 2'- 0"
LC
D20
Horizontal(
WW
R)
Equal
Spaces of
6"
B
C
depending on barrier height
H1 Bars (#5) Equally spaced
Longitudinal Reinforcement
6"
1'-
9"
15"
CONSTANT SLOPE FACE (CSF) BARRIER
BARRIER PLACEMENT OVER JOINTS
CURRENT ALABAMA DEPARTMENT OF TRANSPORTATION
--SPECIFICATIONS--
See Detail
(#6) Anchorage
(Typ)
3" min from V1 Bars
Spaced @ 8'- 0" C-C (Max)
(#6) Anchor Bars
(4"
min to 6"
max)
ƒ" Min
(RIGID PAVEMENT)
CONCRETE BARRIER
CONSTANT SLOPE FACE
Retaining Wall
(Typ)
1ƒ"
8"
Paved Shoulder
Edge of
(#4)
H1 Bars
6"
(AT RETAINING WALL)
REINFORCING STEEL CSF 4-A
42"
16"
(See General Note 6).
Drainage Slots, as required
3'Long X 3"Deep (Min)
CONSTANT SLOPE FACE BARRIER ON RIGID PAVEMENT
(SHOWING REINFORCEMENT AND ANCHOR PLACEMENT)GENERAL NOTES
or Anchor Bars
the 3'- 0" Drainage slots, as directed by the Engineer.
Anchor spacing may be altered to accomadateJoints and Intermediate Joints
Typical Anchorage at all Expansion
3"
"•
PREFORMED BITUMINOUS FIBER MATERIAL. OR •"
JOINTS (WITH OR WITHOUT TIEBARS): TWO LAYERS OF 30 LB ROOFING FELT
BARRIER MAY BE CAST OVER A "LONGITUDINAL" JOINT.
FROM A LONGITUDINAL JOINT.
BARRIER ANCHORAGE NOTE: ANCHORAGE MUST BE LOCATED AT LEAST 3" Pin
2"
Bending
Pin
2"
Bending
BARRIER IS SYMMETRICAL ABOUT THE CENTERLINE
DETAIL
GRADE SEPARATION
*
42" K
10"
DETAIL
GRADE SEPARATION
EXCEEDS 30"
IF GRADE SEPERATION
SPECIAL DESIGN REQUIRED
(IN.)
HEIGHT
BARRIER
A B C
42
48
54
DIMENSIONS (IN)
*
*
26
28 ‚
30 • 62 ‚
D
24
26 ‚
28 •
ACCORDINGLY.
BARRIER AND REINFORCEMENT DIMENSIONS
TO 48" OR 54". THIS WOULD INCREASE THE
(CSF)(42") BARRIER HEIGHT MAY BE INCREASED
50 ‚
56 ‚
25 Œ
27 •
29 ‡
B
C
(CSF)(42")
SEE NOTE 7
10/2017
A
A
CL
See Detail
(#6) Anchorage
(Typ)
1 ƒ "
10"
BARRIER
EM
BE
DM
EN
T
BA
RRI
ER
CONCRETE
EMBEDMENT
SECTION A-A
(#4)
V1 Bars
(#6) Bars
BARRIER)
(FOR Se
6" O.C.
#5 BARS
*
42"
(Option A)
1•"-18"
(Option B)
18"-30"
AT 12" C-C
(WWR),
D14 VERTICAL
1•" Max
(WWR) OPTION FOR BARS V1 AND H1
WELDED WIRE REINFORCEMENT
SEE (WWR) GENERAL NOTES ON (SHEET 1 OF 2)
10' Length
B
B
for required locations)
(Reference Details A-A
V1 Bar(#4)
SECTION B-B
8"
LC
REST ON THE TOP OF THE RIGID PAVEMENT.
THE BOTTOM OF THE REINFORCEMENT CAGE MAY
EDGE AND TOP CLEARANCES.
MAY BE CUT OR BENT TO ACCOMMODATE THE
REINFORCEMENT AROUND THE DRAINAGE SLOTS
NOTE:
(Optional)
JOINT
CONSTRUCTION
2"
2"
24"
6"
(CSF(Se) SECTIONS ONLY)
REQUIRED CONSTRUCTION JOINT
DETAILS OF
THROUGH CONSTRUCTION JOINTS
REQUIRED REINFORCING
DETAILS OF
11 3/8 "
6"
19"
BARRIER)
(FOR Se
6" O.C.
#5 BARS
Drill and Epoxy (Existing Concrete)
(Fresh Insertion Method (New Concrete)
CONCRETE BARRIER
CONSTANT SLOPE FACE
CONCRETE PAVEMENT ANCHORAGE
CONCRETE BARRIER
CONSTANT SLOPE FACE
24"
D
RADIUS.
OR TOOLED
SHALL HAVE 1" RADIUS
TOP EDGES OF CSF BARRIER
32"
MI
N.
42"
(40' SPACING TYP.)
PAY ITEM 707G
DELINEATORS
BARRIER MOUNTED
8"
LC
CONSTANT SLOPE FACE CONCRETE BARRIER
(CSF)(42")
42"
A
(IN.)
HEIGHT
BARRIER
36"
26"
RADIUS.
OR TOOLED
SHALL HAVE 1" RADIUS
TOP EDGES OF CSF BARRIER
OPTIONAL CONSTRUCTION JOINT
6"
12"
12"
(IN.)
LENGTH
BAR
54
48
42 8
30
20
OFFSET #5 BAR1 ƒ" MIN
D.J.W.
D.J.W.
6 RUNS FOR 54" BARRIER.
FOR 42" HEIGHT BARRIER, 4 RUNS FOR 48" BARRIER, AND
PORTION ABOVE 36" WILL CONSIST OF 2 RUNS (1 PER SIDE)
IN LOWER 36" PORTION OF BARRIER (4 PER SIDE). THE
LONGITUDINAL REINFORCEMENT WILL CONSIST OF 8 RUNS
NOTE:
3"
3"1"
62902CSF-629-RP (SHEET 2 OF 2)
10" MIN
4-A on 7-21-2020 by DJW.
depth call out to footing of Type
Modified General Note 5 and added4.
Details on 07-09-19 by J.F.T.
Revised Optional Construction Joint3.
Details on 12-4-2018 by D.J.W.
Revised Optional Construction Joint2.
(Rigid Pavement)" on 10/18/17 by LVS
"Constant Slope Face Concrete Barrier
Created Drawing for MASH approved 1.
ABUTS RIGID OBJECTS OR STRUCTURES.
R3/4" EXPANSION JOINT REQUIRED ONLY WHEN BARRIE7.
GEOMETRIC CHANGES TO THE BARRIER FACE.
MAY BE INCREASED TO A MAXIMUM OF 5", WITHOUT
SHOWN IN THE PLANS, DRAINAGE SLOT HEIGHTS ON THE CSF
DRAINAGE SLOT LOCATIONS (12'-0", O.C. MIN SPACING) IF 6.
OR CSF 4-A MODIFIED BARRIER.
CONTINUOUSLY THROUGHOUT THE LENGTH OF ANY CSF 4-AC.
DETAIL BELOW).
GRADE SEPARATION (SE) BARRIER (AS SHOWN IN THE
CONTINUOUSLY THROUGHOUT THE LENGTH OF ANY B.
JOINTS BETWEEN RAIL ELEMENTS.
ANY LENGTH OF RAIL, INCLUDING ANY UN-REINFORCED
THE BEGINNING AND ENDING 10 FEET (LONGITUDINAL) OF A.
FOLLOWING SITUATIONS:
BARRIER PAY ITEM (629A) AND IS REQUIRED IN THE
SHALL BE A SUBSIDIARY OBLIGATION OF THE APPLICABLE
THE 10" MIN DEPTH FOOTING AS SHOWN IN SECTION A-A 5.
BARRIER SHALL THEN BE PAID FOR AS CSF (SE) BARRIER.
TWO ROADWAYS, AT THE BARRIER, GREATER THAN 1.5". THE
UNTIL THERE IS A DIFFERENCE IN THE ELEVATION OF THE
THE PAYMENT FOR THE MEDIAN BARRIER SHALL BE AS CSF 4.
INTO MEDIAN.
SHALL BE INSTALLED PRIOR TO SHIFTING TCP TRAFFIC
DELINEATORS REQUIRED 20'-0" O.C. THESE DELINEATORS
SAWED CONTRACTION JOINTS AND BARRIER MOUNTED 3.
FOR THE BARRIER WALL.
SHALL BE A SUBSIDARY OBLIGATION OF THE PRICE BID
AASHTO DESIGNATION M-33. THE COST OF THIS ITEM
JOINT MATERIAL(BITUMINOUS TYPE) FILLER MEETING
EXPANSION JOINTS AT BRIDGE PIER SHALL BE PREFORMED2.
OF EQUIVALENT STEEL AREA.
REINFORCING STEEL AS SHOWN OR WELDED WIRE FABRIC
SHALL CONSIST OF CONTINUOUS LONGITUDINAL
THE REINFORCING SHALL BE CONTINUOUS. REINFORCING 1.
MI
N
MI
N
TENNESSEE
FLORIDA
GulfofMexico
GEOR
GIA
MISSISSIP
PI
DEPARTMENT OF TRANS
PORT
ATI
ON
ALABAMA
DESIGN BUREAU SPECIAL DRAWING
1409 COLISEUM BOULEVARD
MONTGOMERY, AL 36130-3050
OF TRANSPORTATIONALABAMA DEPARTMENT
SPECIAL DRAWING NO INDEX NO
REVISIONS
UNAUTHORIZED USE OF THIS DRAWING MAY BE PROSECUTED TO THE FULLEST EXTENT OF THE LAW.
OF TRANSPORTATION REPRESENTATIVE AUTHORIZED TO APPROVE THIS USE. ANYONE MAKING
ANY ORGANIZATION, WITHOUT THE EXPRESSED WRITTEN CONSENT OF THE ALABAMA DEPARTMENT
TRANSPORTATION AND IS NOT TO BE COPIED, REPRODUCED, ALTERED, OR USED BY ANYONE, OR
THIS DRAWING REPRESENTS DESIGNS PREPARED FOR USE BY THE ALABAMA DEPARTMENT OF
CURRENT ALABAMA DEPARTMENT OF TRANSPORTATION
--SPECIFICATIONS--
Bureau Std Engr:
DRAWN BY: DATE DRAWN:
NOT TO SCALE
SHEET
NO
FISCAL
YEARPROJECT NO
REFERENCE
B
B
Variable
A
A
Fixed object
B
Variable
A
8" to 14"
2"
C C
SECTION B-B
SECTION A-A
aggregate backfill
(Uncompacted)
Concrete or coarse
(or flatter) taper
4"
Variable, 6" min
12" C-C spacing
T Bar (#4) at
A B C
42
48
54
12
rest on top of finished grade.
Bottom of reinforcement cage may
Note:
LC
40 ‚
46 ‚
52 ‚
13 „
14 ‚
24 Plus
26 ‚ Plus
28 • Plus
Transition Length
Varies with
LC
12" C-C spacing
(#4) T Bars at
GENERAL NOTES
Construction Joint
Permissible
May be field bent.
usual and maximum spacing.
Variable length, 8' - 0"
•"dia. galvanized bar;
1 ƒ" (sides & top)
(WWR) General Notes
AT FIXED OBJECTS
CONSTANT SLOPE FACE BARRIER
the barrier section to the first wire shall not exceed 3".
as directed by the Engineer. The dimension from the end of
5. Combinations of reinforcing steel and WWR will be permitted,
lap length of 12".
4. Welded wire splice locations shall have a "minimum" splice
drainage slots, as directed by the Engineer.
3. Welded wire cage may be cut and bent to accommodate the
to ASTM A497.
2. Deformed Welded Wire Reinforcement (WWR) shall conform
(4" min. to 6" max) as height requires.
D14 vertical (12" C-C) x D20 horizontal wires spaced
1. WWR design required for CSF-FO barrier:
CSF Barrier
Standard Payment length CSF-FOStandard
CSF Barrier
lateral support
or equivalent for
1" min Asphalt Pavement
reinforcement dimensions accordingly.
48" or 54". This would increase the barrier and
CSF(42") Barrier height may be increased to
conventional reinforcement and shall meet requirements shown.
5. Welded wire reinforcement (WWR) may be used as an option to
the construction joint.
the joint so that bar splices will be a minimum of two feet from
4. At construction joints the longitudinal bars shall extend beyond
to ASTM A615 (Grade 60), unless otherwise specified.
3. Longitudinal and vertical bars for roadway barrier shall conform
shall include all of the concrete, reinforcement, and aggregate backfill.
2. Bid price per liner foot of CSF-FO, including anchor sections,
is superelevated, then axis shall be normal to roadway surface.
1. Axis of concrete barrier shall be vertical, except where roadway
Variable - Transition width at 20:1 (or flatter) taper
PLAN CSF-FO BARRIER
J.F.T. 9/2017
for Bars T and H1 Barrier
Welded Wire Reinforcement (WWR) Option
(IN)
height
Barrier Dimensions (IN)
with concrete backfill)
(Weep holes not required
by the Engineer.
locations designated
be constructed at
5 for each side to
•" dia weep hole
5'- 0" (min)5'- 0" (min)
1 ƒ" (cover)
on barrier height.
spacing) depending
4" min to 6" max
equally spaced (WWR
10~(#5) H1 Bars
T BAR (#4)
CSF-629-FOD.J.W.
62903
LATERAL SUPPORT OPTIONS.
SEE CSF-629-FP AND CSF-629-RP FOR
Construction Joint
Permissible
Variable - Transition width at 20:1 (longitudinal:lateral)
on 7-17-2020 by DJW.
detail to reference appropriate std. dwgs
Updated laterial support note in top 3.
10/18/17 by LVS
Slope Face Barrier at Fixed Objects" on
Changed drawing to MASH Approved "Constant2.
PIERS (TY 1 & TY 5)" on 08-03-17 by J.F.T.
MEDIAN BARRIER TREATMENT AT UNDERPASS
Added to CADD and replaced "CONCRETE 1. TENNESSEE
FLORIDA
GulfofMexico
GEOR
GIA
MISSISSIP
PI
DEPARTMENT OF TRANS
PORT
ATI
ON
ALABAMA
DESIGN BUREAU SPECIAL DRAWING
1409 COLISEUM BOULEVARD
MONTGOMERY, AL 36130-3050
OF TRANSPORTATIONALABAMA DEPARTMENT
SPECIAL DRAWING NO INDEX NO
REVISIONS
UNAUTHORIZED USE OF THIS DRAWING MAY BE PROSECUTED TO THE FULLEST EXTENT OF THE LAW.
OF TRANSPORTATION REPRESENTATIVE AUTHORIZED TO APPROVE THIS USE. ANYONE MAKING
ANY ORGANIZATION, WITHOUT THE EXPRESSED WRITTEN CONSENT OF THE ALABAMA DEPARTMENT
TRANSPORTATION AND IS NOT TO BE COPIED, REPRODUCED, ALTERED, OR USED BY ANYONE, OR
THIS DRAWING REPRESENTS DESIGNS PREPARED FOR USE BY THE ALABAMA DEPARTMENT OF
CURRENT ALABAMA DEPARTMENT OF TRANSPORTATION
--SPECIFICATIONS--
Bureau Std Engr:
DRAWN BY: DATE DRAWN:
NOT TO SCALE
SHEET
NO
FISCAL
YEARPROJECT NO
REFERENCE
GENERAL NOTES
TYPE - T.E.S.
TRANSITIONAL END SECTION
MEDIAN BARRIER
07-02-91
D.J.W.
62906
TENNESSEE
FLORIDA
GulfofMexico
GEOR
GIA
MISSISSIP
PI
DEPA
RTMENT OF TRANSPO
RTATI
ON
ALABAMA
DESIGN BUREAU SPECIAL DRAWING
1409 COLISEUM BOULEVARD
MONTGOMERY, AL 36130-3050
OF TRANSPORTATIONALABAMA DEPARTMENT
SPECIAL DRAWING NO INDEX NO
REVISIONS
UNAUTHORIZED USE OF THIS DRAWING MAY BE PROSECUTED TO THE FULLEST EXTENT OF THE LAW.
OF TRANSPORTATION REPRESENTATIVE AUTHORIZED TO APPROVE THIS USE. ANYONE MAKING
ANY ORGANIZATION, WITHOUT THE EXPRESSED WRITTEN CONSENT OF THE ALABAMA DEPARTMENT
TRANSPORTATION AND IS NOT TO BE COPIED, REPRODUCED, ALTERED, OR USED BY ANYONE, OR
THIS DRAWING REPRESENTS DESIGNS PREPARED FOR USE BY THE ALABAMA DEPARTMENT OF
CURRENT ALABAMA DEPARTMENT OF TRANSPORTATION
--SPECIFICATIONS--
Bureau Std Engr:
DRAWN BY: DATE DRAWN:
NOT TO SCALE
SHEET
NO
FISCAL
YEARPROJECT NO
REFERENCE
TRANSITIONAL END SECTION
SEE NOTE
3
10"
TOP OFPAVEMENT
10"
10:1 VERTI
CAL TAPER
2'-8"
32"
8"
LENGTH BASED
ON WALL
HEIGHT
PAVEMENTTOP OF
OR FORM
BY RUBBING
OF CORNERS
•" ROUNDING
CONCRETE BACKUP
2'-0
" STRAI
GHT FOR
NO. 2
SEE NOTE
24"
TYPE CSF
MEDIAN BARRIER
THIS END TOWARD
42"
TO 54"
VA
RI
ES
(SEE APPROPRIATE DRAWING FOR DETAILS)THIS END TO THE ATTENUATOR
A
A
B
B
10"
SECTION B-B
SPACED
EVENLY
#5 BARS
24"
SPACED
EVENLY
#4 BARS
32"
COVER1 3/4" MIN
CL
6"
SECTION A-A
10"
(42" SHOWN)
42"-54"
VARIES
IN FOOTING
#4 BARS
SPACED
EVENLY
#5 BARS
1ƒ" MIN
8"
IN THE FOOTING.
54" HIGH WALLS IN ADDITION TO THOSE REQUIRED
FOR 48" WALLS AND 14 (7 PER SIDE) FOR
RUNS SHALL BE INCREASED TO 12 (6 PER SIDE)
THE NUMBER OF LONGITUDIAL REINFORCEMENT
COVER
by JFT.Added reinforcement details on 3-25-202.(MASH) on 10/6/17 by LVS.shape to Constant Slope Face shapeRevised transition from Jersey Barrier1.
THE HORIZONTAL TRANSITION SHALL BE A 15:1 TAPER FOR THE TOP WIDTH OF THE T.E.S.4.
BARRIER HEIGHT. MINIMUM LENGTH IS 12'-0". T.E.S. TO THE WALL HEIGHT WILL BE ON A 10:1 TAPER AND THE LENGTH OF THE T.E.S. WILL VARY DEPENDING ON THEIF THE T.E.S. IS CONNECTED TO A BARRIER WALL TALLER THAN 42", THE VERTICAL TRANSITION FROM THE 32" HIGH3.
AND/OR MODEL NUMBERS FOR ATTENUATORS TO FIT SPECIFIC SITES.BE MODIFIED WHEN USED WITH ATTENUATORS OF A DIFFERENT WIDTH. SEE APPROPRIATE DRAWING FOR DETAILSTRANSITIONAL END SECTION AS DETAILED ABOVE IS FOR USE WITH 2'-0" WIDE ATTENUATOR. DETAILS SHALL2.
TRANSITIONAL END SECTION TO BE PAID FOR AS CONCRETE MEDIAN OR SAFETY BARRIER, TYPE - T.E.S., PER EACH.1.
1' - 0" OC
#4 BARS
6" OC
#4 BARS
TES-629
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