BAR TYPES
NOTES
1'-0•''
THE BARRIER RAIL IN EACH SPAN SHALL NOT BE CAST UNTIL ALL SLAB CONCRETE
4"
8‹''
IN THAT SPAN HAS BEEN CAST AND HAS REACHED A MINIMUM COMPRESSIVE
5ƒ''
STRENGTH OF 3,000 PSI.
3'
-4"
11‰
ALL REINFORCING STEEL IN BARRIER RAILS SHALL BE EPOXY COATED.
3'
-4"
'
'
PRIOR TO THE CASTING OF BARRIER RAIL.
1'
-2
''
WHEN FOAM JOINT SEAL IS REQUIRED, THE JOINT IN THE DECK SHALL BE SAWED
2‚''
THE #5 S3, S4, S5 AND S6 BARS SHALL BE INSTALLED, USING AN ADHESIVE ANCHORING
RAD.
SYSTEM, AFTER SAWING THE JOINT. THE YIELD LOAD FOR THE #5 S3, S4, S5 AND S6
BARS IS 18.6 KIPS. FIELD TESTING FOR THE ADHESIVE BONDING SYSTEM IS NOT
1
REQUIRED.
8ƒ"
GROOVED CONTRACTION JOINTS, •" IN DEPTH, SHALL BE TOOLED IN ALL EXPOSED
8''
FACES OF THE BARRIER RAIL AND IN ACCORDANCE WITH ARTICLE 825-10(B) OF THE
2
STANDARD SPECIFICATIONS. THE CONTRACTION JOINT SHALL BE LOCATED AT EACH
5•"
THIRD POINT BETWEEN BARRIER RAIL EXPANSION JOINTS. ONLY ONE CONTRACTION
4‚"
3'
-6"
(LEVEL)
3''
4''
CONST. JT.
1'
-10" S5
2'
-7" S3
NO.
BAR
3''
``B'' BARS
5''
1•'' EXT.
( LEVEL )
"
FOR CONCRETE BARRIER RAIL ONLY
4'
'
3'
-4"
5" 5" 5" 5"
1'
-3"
BILL OF MATERIAL
CONST. JT.
2• "
#5 S1 @
1'-0'' CTS.
3
ALL BAR DIMENSIONS ARE OUT TO OUT
3"
11-#5 `
`
B'
'BARS
4"
4"
10• "
4"
2'
-8"
2
ƒ "CL
.
7"
3'
-6"
2ƒ" CL.
S5
8•
#5 S2 @ 1'-0'' CTS.
4"
3…"
3‚"
6• "
9ƒ"
S5
1'-6"
4‡"
S3
THAN 10 FEET IN LENGTH.
1'
-9ƒ "
IN LENGTH AND NO CONTRACTION JOINTS ARE REQUIRED FOR THOSE SEGMENTS LESS
2'
-6ƒ "
JOINT IS REQUIRED AT MIDPOINT OF BARRIER RAIL SEGMENTS LESS THAN 20 FEET
S3
SIZE
TYPE
LENGTH
*
S1
#5
1
*
S2
#5
2
*
S3
#5
3
4'-2"
*
S4
#5
STR
4'-0"
*
S5
#5
3
3'-5"
*
S6
#5
STR
3'-3"
WEIGHT
7'-0"
SECTION S-S
2- 1''
3•''
GROOVES
BEAM BOLSTER
AT DAM IN OPEN JOINT
(THIS IS TO BE USED ONLY
1'-0''
WHEN SLIP FORM IS USED)
IN SLAB OVERHANG
SECTION THRU RAIL
{ •'' EXP.JT.MAT'L HELD IN
PLACE WITH GALVANIZED NAILS.
( NOTE: OMIT EXP. JT. MAT'L.
S
WHEN SLIP FORM IS USED. )
{ OPEN JT.IN
RAIL @ BENTS
CHAMFER
ƒ''
ƒ''
CHAMFER
* EPOXY COATED
LBS.
REINFORCING STEEL
ƒ''
ƒ''
CHAMFER
CLASS AA CONCRETE
CU. YDS.
CONCRETE BARRIER RAIL
LIN. FT.
CHAMFER
PROJECT NO.
CONST. JT.
COUNTY
S
STATION:
ELEVATION AT EXPANSION JOINTS
SHEET
BARRIER RAIL DETAILS
OF
STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
RALEIGH
STANDARD
CONCRETE
BARRIER RAIL
PLAN
ASSEMBLED BY :
DATE :
CHECKED BY :
DATE :
DRAWN BY :
ARB 5/87
CHECKED BY : SJD 9/87
REV. 7/12
REV. 6/13
REV. 12/17
NO.
MAA/GM
MAA/GM
MAA/THC
FOR ADHESIVE ANCHORING AT SAWED JOINTS
SHEET NO.
REVISIONS
END OF RAIL DETAILS
DOCUMENT NOT CONSIDERED
FINAL UNLESS ALL
SIGNATURES COMPLETED
1
2
BY:
DATE:
NO.
BY:
DATE:
3
4
STD. NO. CBR1
TOTAL
SHEETS