NOTES:
PLAN
ELEVATION
SCALE 1:40
GRADE
915
200
TFBB04 w/TFWC16a IN UPPER HOLES
GUARDRAIL
TSGR04
STANDARD
AT RAIL, BLOCK AND POST.
UNDER NUT (TYP)TFBB04 w/ TFWC16a
2 - TRTM04a
SPLICE BOLTS12 TFBB01
SEE NOTE 11
TRWT01aTRWM02a
SEE NOTE 11
SPLICE BOLTS8 TFBB01
450
10001000
146
304
SEE NOTES 2, 3 & 9
TWO SECTIONS OF TRTM04a
ONE SET INSIDE THE OTHER
TPDE05
TPDB01
E
TPDE05
TPDE07
E
SCALE 1:40
D
D
TSTG98dOR
TSGR97c
575
575
F
TSTG98dOR
TSGR97c
550
815
75
550
1000 1000
95395295395295395219051905
GUARDRAIL
TSGR04
STANDARD
2785 (min) END SECTION
STEEL (REBAR) LOCATOR TO BE USED PRIOR TO DRILLING HOLES.14.
HOLES FOR THREADED ROD ANCHORS SHALL BE CORDED AT 2 mm LARGER THAN ANCHOR DIAMETER.13.
CUT / GRIND BOLT AS NECESSARY TO FACILITATE ASSEMBLY.12.
BLOCKOUT TO BE NAILED TO POST TO PREVENT ROTATION USING 90 mm LONG GALVANIZED NAIL.11.
SEE SECTIONS 'A-A', 'B-B', AND 'C-C' FOR BELOW GRADE DESIGN OPTIONS.10.
TRANSVERSE REINFORCING NOT SHOWN FOR CLARITY.9.
SEE SHEETS 7 & 8 FOR REINFORCING DETAILS.8.
CONCRETE: CSA A23.1, EXPOSURE CLASS C-1, AIR CONTENT CATEGORY 1, COMPRESSIVE STRENGTH: BARRIER ≥ 45 MPa AND FOOTING ≥ 35 MPa, @ 28 DAYS.7.
ALL REINFORCING SHALL HAVE MINIMUM 75 mm COVER, UNLESS OTHERWISE NOTED.6.
THE ORIGINAL SEALED AND SIGNED DRAWING IS IN TRAFFIC ENGINEERING.5.
ALL DIMENSIONS ARE IN MILLIMETRES UNLESS OTHERWISE INDICATED.4.
OR AT A MAXIMUM SPACING OF 8000 mm.
FORMED OR CUT CONTRACTION JOINTS SHALL BE CREATED AT EACH PLACE WHERE THE BARRIER SHAPE CHANGES, TO MATCH ADJACENT PAVEMENT JOINT SPACING, 3.
LONGITUDINAL REINFORCING NOT SHOWN FOR CLARITY.2.
ALL SCALES ARE APPROXIMATE.1.
LEAVE-OUTLEAVE-OUT
LEAVE-OUTLEAVE-OUTLEAVE-OUT
SEE DETAIL SHEET 6LEAVE-OUT (TYP)
REVISIONS
DATE DESCRIPTION BY
H.P.
LARSENInfrastructureTraffic Engineering
ER
EN
F
PR
OO
OVI
ICE MANTBA
N
RE
E
E
E
ER
R
G
G
I
I
ITS
SSD
P O O
N
NL
FA TO TL-4
NESTED THRIE BEAM
BARRIER - ROADSIDE
WIDTH CONSTANT SLOPE
MANITOBA CONSTRAINEDSHEET NO: 1 OF 8
ON SHEET 2SEE DETAIL 'H'
TSTB99c
DRAWN BY:
REVIEWED BY:
L. LIEBRECHT
DATE: 2020 - 08
H. LARSENDESIGNED BY:
2785 (min) END SECTION
TPDB02
GUARDRAIL)
APPROVED
(OR OTHER
GUARDRAIL)
APPROVED
(OR OTHER
SPLICE BOLTS12 TFBB01
TRTE01b
SEE NOTES 2, 3, & 9
N. JOYAL
SCALE 1:20
1000 (min)
(min)
700
(915 T
O
815)
A
A
B
B
C
CF
F
G
G
SCALE 1:20
CHAMFER20x20
NOTES:
REVISIONS
DATE DESCRIPTION BY
H.P.
LARSENInfrastructureTraffic Engineering
ER
EN
F
PR
OO
OVI
ICE MANTBA
N
RE
E
E
E
ER
R
G
G
I
I
ITS
SSD
P O O
N
NL
FA
TSTB99c
550
575
10001000
915
SEE NOTES 2 & 3(5 LOCATIONS)APPROVED ALTERNATEAND HILTI HIT RE 500 ORTHREADED ROD ANCHORS22 DIA. x 140 LONG HILTI
SEE NOTE 5
(SEE NOTE 4)GRADE
TO TL-4
NESTED THRIE BEAM
BARRIER - ROADSIDE
WIDTH CONSTANT SLOPE
MANITOBA CONSTRAINEDSHEET NO: 2 OF 8
HAND FORMED BARRIERSCALE 1:5
CONTRACTION JOINT DETAILS
50 (-5,+0)
6 (-2, +0)
20 (-5, +0)
55 (-10, +0)
55 (-10, +0)
6 (-2, +0)
22 (-2, +0)
SCALE 1:5
DRAWN BY:
REVIEWED BY:
L. LIEBRECHT
DATE: 2020 - 08
H. LARSENDESIGNED BY:
275450275
550
VA
RIE
S
2785 (min) END SECTION
20x20 CHAMFER
450
10001000
575
TSTG98dOR
TSGR97c
2785 (min) END SECTION
TSGR97c OR TSTG98d
304
146
SCALE 1:20
DETAIL 'H' - PLAN VIEW
DETAIL 'H' - ELEVATION VIEW
2:1 MAX 10:1 MAX
10:1 MAX
SEE NOTES 12, 13, & 14
815 (-0, +10)
SEE NOTES 12, 13, & 14
TRANSVERSE REINFORCING NOT SHOWN FOR CLARITY.14.
JOINT SPACING OR AT A MAXIMUM SPACING OF 6000 mm.
FORMED OR CUT CONTRACTION JOINTS SHALL BE CREATED AT EACH PLACE WHERE THE BARRIER SHAPE CHANGES, TO MATCH ADJACENT PAVEMENT13.
LONGITUDINAL REINFORCING NOT SHOWN FOR CLARITY.12.
ALL REINFORCING SHALL HAVE MINIMUM 75 mm COVER, UNLESS OTHERWISE INDICATED.11.
SEE SHEETS 7 & 8 FOR REINFORCING DETAILS.10.
ALL DIMENSIONS IN MILLIMETRES UNLESS OTHERWISE INDICATED.9.
STIRRUP SHALL BE SECURELY ATTACHED TO REBAR.8.
HOLES IN FOOTING SHALL BE PREPARED FOR EPOXY (HILTI HIT RE 500, OR APPROVED ALTERNATIVE) AS DIRECTED BY MANUFACTURER.7.
HOLES IN FOOTING SHALL BE DRILLED VERTICALLY 2 mm LARGER THAN REINFORCING.6.
STRENGTH ≥ 35 MPa, AT 28 DAYS.NEW OR EXISTING REINFORCED CONCRETE FOOTING: CSA A23.1, EXPOSURE CLASS C-1, AIR CONTENT CATEGORY 1, COMPRESSIVE5.
SEE SECTIONS 'A-A', 'B-B' & 'C-C' FOR BELOW GRADE DESIGN OPTIONS.4.
STEEL (REBAR) LOCATER TO BE USED PRIOR TO DRILLING HOLES.3.
HOLES FOR THREADED ROADS SHALL BE DRILLED HORIZONTAL AT 2 mm LARGER THAN DIAMETER OF THREADED ROD.2.
ALL SCALES ARE APPROXIMATE.1.
(min) (min)
SLIP FORMED BARRIER (SAW CUT)
VIEW 'A-A'
CHAMFER20x20
CHAMFER20x20
CHAMFER20x20
CHAMFER20x20
N. JOYAL
SCALE 1:20
200
OPTION 1
SCALE 1:20
OPTION 2
300
300
A
A
B
B
C
CF
F
G
G
SCALE 1:20
125
REVISIONS
DATE DESCRIPTION BY
H.P.
LARSENInfrastructureTraffic Engineering
ER
EN
F
PR
OO
OVI
ICE MANTBA
N
RE
E
E
E
ER
R
G
G
I
I
ITS
SSD
P O O
N
NL
FA
TSTB99c
BAR MK 2014e
75
BAR MK 1506BAR MK 1507e AND BAR MK 1508e, OR
BAR MK 1002
BAR MK 2012
BAR MK 2013a
BAR MK 2014a BAR MK 2013e
SEE NOTES 6 & 7@ 200 SPACINGBAR MK 1506
(SEE NOTE 4)GRADE
TO TL-4
NESTED THRIE BEAM
BARRIER - ROADSIDE
WIDTH CONSTANT SLOPE
MANITOBA CONSTRAINEDSHEET NO: 3 OF 8
DRAWN BY:
REVIEWED BY:
L. LIEBRECHT
DATE: 2020 - 08
H. LARSENDESIGNED BY:
SEE NOTES 6 & 7@ 200 SPACING
BAR MK 1506
@ 400 SPACINGBAR MK 2009
@ 400 SPACINGBAR MK 2009
SEE NOTE 8@ 200 SPACING
BAR MK 1509
TSTG98dOR
TSGR97c
2785 (min) END SECTION
304
146
SCALE 1:20
DETAIL 'H' - PLAN VIEW
@ 200 SPACINGBAR MK 2014
TSGR97c OR TSTG98d
BAR MK 2014 BAR MK 2013 BAR MK 2012
2785 (min) END SECTION
5 - BAR MK 2014, 5 - BAR MK 2013, 4 - BAR MK 2012
BAR MK 2014 BAR MK 2013
BAR MK 2012
2- BAR MK 1506BAR MK 1509 OR
DETAIL 'H' - ELEVATION VIEW
NOTES:
ALL REINFORCING SHALL HAVE MINIMUM 75 mm COVER, UNLESS OTHERWISE INDICATED.11.
SEE SHEETS 7 & 8 FOR REINFORCING DETAILS.10.
ALL DIMENSIONS IN MILLIMETRES UNLESS OTHERWISE INDICATED.9.
STIRRUP SHALL BE SECURELY ATTACHED TO REBAR.8.
HOLES IN FOOTING SHALL BE PREPARED FOR EPOXY (HILTI HIT RE 500, OR APPROVED ALTERNATIVE) AS DIRECTED BY MANUFACTURER.7.
HOLES IN FOOTING SHALL BE DRILLED VERTICALLY 2 mm LARGER THAN REINFORCING.6.
STRENGTH ≥ 35 MPa, AT 28 DAYS.NEW OR EXISTING REINFORCED CONCRETE FOOTING: CSA A23.1, EXPOSURE CLASS C-1, AIR CONTENT CATEGORY 1, COMPRESSIVE5.
SEE SECTIONS 'A-A', 'B-B' & 'C-C' FOR BELOW GRADE DESIGN OPTIONS.4.
STEEL (REBAR) LOCATER TO BE USED PRIOR TO DRILLING HOLES.3.
HOLES FOR THREADED ROADS SHALL BE DRILLED HORIZONTAL AT 2 mm LARGER THAN DIAMETER OF THREADED ROD.2.
ALL SCALES ARE APPROXIMATE.1.
@ 200 SPACINGBAR MK 2014
185
185
185
130
185
185
185
130
8-1
0M
BA
RS
8-1
0M
BA
RS
2:1 MAX 10:1 MAX
10:1 MAX
75 75
2:1 MAX 10:1 MAX
10:1 MAX
7575
(8 LOCATIONS)MIN. 600 mm OVERLAP
10M LONGITUDINAL BAR
(8 LOCATIONS)MIN. 600 mm OVERLAP10M LONGITUDINAL BARS
(8 LOCATIONS)MIN. 600 mm OVERLAP10M LONGITUDINAL BAR
75
75
2004 @ 200 = 800 4 @ 200 = 800 3 @ 200 = 600
13 @ 200 SPACING = 2600
4 @ 200 = 800 3 @ 200 = 6004 @ 200 = 800
3
@
235
O/C
3
@
185
O/C
200
2 - BAR MK 1506BAR MK 1509, OR
BAR MK 1502 AND 1506BAR MK 1505, OR
BAR MK 1507 AND 1506BAR MK 1508, OR
200 200
VIEW 'A-A'
VIEW 'A-A'
BAR MK 1506BAR MK 1507a AND BAR MK 1508a, OR
OF FOOTING)TOP AND BOTTOMEQUALLY SPACED IN(8 LOCATIONS; 4 BARSMIN. 600 mm OVERLAP15M LONGITUDINAL BARS
OF FOOTING)TOP AND BOTTOM
EQUALLY SPACED IN(8 LOCATIONS; 4 BARSMIN. 600 mm OVERLAP
15M LONGITUDINAL BARS
N. JOYAL
4
25
SCALE 1:20
1000 (min)
(min)
700
DETAIL 'B'SCALE 1:10
200
2020
20
20
SECTION 'C-C'SCALE 1:20
1000 (min)
915
(min)
700
SECTION 'B-B'
SEE NOTE 1SEE NOTE 1
CHAMFER20x20
REVISIONS
DATE DESCRIPTION BY
H.P.
LARSENInfrastructureTraffic Engineering
ER
EN
F
PR
OO
OVI
ICE MANTBA
N
RE
E
E
E
ER
R
G
G
I
I
ITS
SSD
P O O
N
NL
FA
NOTES:
TO TL-4
NESTED THRIE BEAM
BARRIER - ROADSIDE
WIDTH CONSTANT SLOPE
MANITOBA CONSTRAINEDSHEET NO: 4 OF 8
TSTB99c
DRAWN BY:
REVIEWED BY:
L. LIEBRECHT
DATE: 2020 - 08
H. LARSENDESIGNED BY:
CHAMFER20x20
ALL REINFORCING SHALL HAVE 75 mm COVER, UNLESS OTHERWISE INDICATED.7.
SEE SHEETS 7 & 8 FOR REINFORCING DETAILS.6.
ALL DIMENSIONS IN MILLIMETRES UNLESS OTHERWISE INDICATED.5.
STIRRUP SHALL BE SECURELY ATTACHED TO REBAR.4.
HOLES IN FOOTING SHALL BE PREPARED FOR EPOXY (HILTI HIT RE 500, OR APPROVED ALTERNATIVE) AS DIRECTED BY MANUFACTURER.3.
HOLES IN FOOTING SHALL BE DRILLED VERTICALLY 2 mm LARGER THAN REINFORCING.2.
STRENGTH ≥ 35 MPa, AT 28 DAYS.NEW OR EXISTING REINFORCED CONCRETE FOOTING: CSA A23.1, EXPOSURE CLASS C-1, AIR CONTENT CATEGORY 1, COMPRESSIVE1.
275 146 304 275
600
275 304 275
VARIES (0 TO 146)
CLEAR
915
2:1 MAX10:1 MAX
10:1 MAX
2:1 MAX10:1 MAX
10:1 MAX
55
(TYP)DETAIL 'B'
SEE
(min)(min) (min) (min)
CHAMFER20x20
CHAMFER20x20
N. JOYAL
4
25
75
SCALE 1:20
4
25
75
SCALE 1:20
200
700
SECTION 'C-C'OPTION 1
SECTION 'C-COPTION 2
SCALE 1:20
SCALE 1:20
200
OPTION 1
OPTION 2
235
235
235
130
235
235
235
130
SECTION 'B-B'
SECTION 'B-B'
235
235
235
130
235
235
235
130
SEE NOTES 2 & 3@ 200 SPACINGBAR MK 1506
75
75
SEE NOTES 2 & 3@ 200 SPACING
BAR MK 1507
@ 200 SPACINGBAR MK 2013
@ 200 SPACINGBAR MK 2013
@ 200 SPACINGBAR MK 2012
287
SEE NOTE 4@ 200 SPACINGBAR MK 1505
700
SEE NOTE 4@ 200 SPACINGBAR MK 1508
SEE NOTES 2 & 3@ 200 SPACINGBAR MK 1506
@ 400 SPACINGBAR MK 2009
@ 400 SPACINGBAR MK 2009
@ 400 SPACINGBAR MK 2009
@ 400 SPACINGBAR MK 2009
SEE NOTES 2 & 3@ 200 SPACINGBAR MK 1502
@ 200 SPACINGBAR MK 2012
REVISIONS
DATE DESCRIPTION BY
H.P.
LARSENInfrastructureTraffic Engineering
ER
EN
F
PR
OO
OVI
ICE MANTBA
N
RE
E
E
E
ER
R
G
G
I
I
ITS
SSD
P O O
N
NL
FA TO TL-4
NESTED THRIE BEAM
BARRIER - ROADSIDE
WIDTH CONSTANT SLOPE
MANITOBA CONSTRAINEDSHEET NO: 5 OF 8
TSTB99c
DRAWN BY:
REVIEWED BY:
L. LIEBRECHT
DATE: 2020 - 08
H. LARSENDESIGNED BY:
@ 1200 SPACINGBAR MK 1002
@ 1200 SPACINGBAR MK 1002
ALL REINFORCING SHALL HAVE 75 mm COVER, UNLESS OTHERWISE INDICATED.7.
SEE SHEETS 5 & 6 FOR REINFORCING DETAILS.6.
ALL DIMENSIONS IN MILLIMETRES UNLESS OTHERWISE INDICATED.5.
STIRRUP SHALL BE SECURELY ATTACHED TO REBAR.4.
HOLES IN FOOTING SHALL BE PREPARED FOR EPOXY (HILTI HIT RE 500, OR APPROVED ALTERNATIVE) AS DIRECTED BY MANUFACTURER.3.
HOLES IN FOOTING SHALL BE DRILLED VERTICALLY 2 mm LARGER THAN REINFORCING.2.
STRENGTH ≥ 35 MPa, AT 28 DAYS.NEW OR EXISTING REINFORCED CONCRETE FOOTING: CSA A23.1, EXPOSURE CLASS C-1, AIR CONTENT CATEGORY 1, COMPRESSIVE1.
NOTES:
2:1 MAX10:1 MAX
10:1 MAX
2:1 MAX10:1 MAX
10:1 MAX
75
75
2:1 MAX10:1 MAX
10:1 MAX
75
2:1 MAX10:1 MAX
10:1 MAX
75
(8 LOCATIONS)MIN. 600 mm OVERLAP 10M LONGITUDINAL BAR
(8 LOCATIONS)MIN. 600 mm OVERLAP 10M LONGITUDINAL BAR
(8 LOCATIONS)MIN. 600 mm OVERLAP 10M LONGITUDINAL BAR
(8 LOCATIONS)MIN. 600 mm OVERLAP 10M LONGITUDINAL BAR
75
75
125
125
75
75
300 TO 287
VARIES
OF FOOTING)TOP AND BOTTOM
EQUALLY SPACED IN(8 LOCATIONS; 4 BARSMIN. 600 mm OVERLAP
15M LONGITUDINAL BARS
OF FOOTING)TOP AND BOTTOMEQUALLY SPACED IN(8 LOCATIONS; 4 BARSMIN. 600 mm OVERLAP15M LONGITUDINAL BARS
OF FOOTING)TOP AND BOTTOMEQUALLY SPACED IN(8 LOCATIONS; 4 BARSMIN. 600 mm OVERLAP15M LONGITUDINAL BARS
OF FOOTING)TOP AND BOTTOMEQUALLY SPACED IN(8 LOCATIONS; 4 BARSMIN. 600 mm OVERLAP15M LONGITUDINAL BAR
N. JOYAL
SCALE 1:20
VA
RIE
S
(915 T
O
815)
550
450
100
SCALE 1:20
VA
RIE
S
(915 T
O
815)
450
100
453
194
> 10
1
>10
1
> 2
1
1> 2
>10
1
> 10
1
SECTION 'D-D'
SECTION 'E-E'
ONE SET INSIDE THE OTHERTWO SECTIONS OF TRTM04a
UNDER NUTW/ TFWC16aTFBB04
TPDB02
TPDE07
TPDE05
TRWM02a
LONG GALVANIZED NAILROTATION WITH 90 mmSECURE BLOCK FROM
SEE NOTE 12UNDER NUTW/ TFWC16aTFBB04
TPDB01
1
1
≥10 1≥10
1≥10
PAVED SHOULDER
OR ROUND)LEAVE-OUT (SQUARE
115115
BLOCK (TYP)
180
(min) (min)
(min)
380 (min)
POST (TYP)GUARDRAIL
GUARDRAIL POST
600 (min)
SCALE 1:30
550
≥10
600 (min)
550
SCALE 1:20
NOT TO SCALE
ELEVATION VIEW
PLAN VIEW
STANDARD LEAVE-OUT DETAIL
(TYP)PAVED SURFACE
PURPOSES ONLYFOR ILLUSTRATIVEPOST IS SHOWN
SCALE 1:30
LEAVE-OUT
≥0
(TYP)50 mm THICK (max)ASPHALT BACKFILL
REVISIONS
DATE DESCRIPTION BY
H.P.
LARSENInfrastructureTraffic Engineering
ER
EN
F
PR
OO
OVI
ICE MANTBA
N
RE
E
E
E
ER
R
G
G
I
I
ITS
SSD
P O O
N
NL
FA
NOTES:
TO TL-4
NESTED THRIE BEAM
BARRIER - ROADSIDE
WIDTH CONSTANT SLOPE
MANITOBA CONSTRAINED
SEE NOTES 2 & 3OR APPROVED ALTERNATEROD ANCHORS AND HILTI HIT RE 50022 DIA. x 140 LONG HILTI THREADED
SEE NOTES 2 & 3OR APPROVED ALTERNATEROD ANCHORS AND HILTI HIT RE 50022 DIA. x 140 LONG HILTI THREADED
550
194
194
SHEET NO: 6 OF 8
STEEL (REBAR) LOCATOR TO BE USED PRIOR TO DRILLING HOLES.3.
HOLES FOR THREADED RODS SHALL BE DRILLED HORIZONTAL AT 2 mm LARGER THAN DIAMETER OF THREADED ROD.2.
ALL SCALES ARE APPROXIMATE.1.
TSTB99c
DRAWN BY:
REVIEWED BY:
L. LIEBRECHT
DATE: 2020 - 08
H. LARSENDESIGNED BY:
PARTIAL SECTION 'F-F'
PARTIAL SECTION 'G-G'
N. JOYAL
0.94600STR1506 0
600
65
BENT1002
182
16729
65 503 0.39
0.9560465BENT1502
278
319
600
51
1505 BENT 65
287
236
319
525
1300 2.04
278
319
600
236
319
525
A
B
1507a
1507b
1507c
1507d
1507e
BENT
BENT
BENT
BENT
BENT
65
65
65
65
44
34
24
15
5
603
602
601
600
600
0.95
0.95
0.94
0.94
0.94
651508a
1508b
1508c
1508d
1508e
BENT
BENT
BENT
BENT
BENT
65
65
65
65
44
34
24
15
5
1299
1301
1303
1306
1308
2.04
2.04
2.05
2.05
2.05
B
287
290
293
297
299
REVISIONS
DATE DESCRIPTION BY
H.P.
LARSENInfrastructureTraffic Engineering
ER
EN
F
PR
OO
OVI
ICE MANTBA
N
RE
E
E
E
ER
R
G
G
I
I
ITS
SSD
P O O
N
NL
FA
NOTES:
TL-4 AT 915
BARRIER - MEDIAN
CONSTANT SLOPE
CONSTRAINED WIDTH
MANITOBA
ALL BARS SHALL BE BENT IN ACCORDANCE WITH THE FOLLOWING DETAIL:6.
IN ACCORDANCE WITH CAN/CSA G40.21-M92 GRADE 300W.
BARS MARKED WITH THE SUFFIX "P" SHALL BE PLAIN UNDEFORMED BARS5.
ITEMS TO BE IDENTIFIED IN A SIMILAR FASHION.
LIKE BARS SHALL BE BUNDLED, SECURELY TIED, AND IDENTIFIED AS TO MARK No. BY APPROPRIATE MEANS. ALL OTHER4.
GRADE 400W, UNLESS NOTED OTHERWISE IN THE BILL OF REINFORCING STEEL.
ALL REINFORCING STEEL SHALL CONFORM TO CSA G30.18-M92 "BILLET STEEL BARS FOR CONCRETE REINFORCEMENT"3.
ALL REINFORCING STEEL SHALL BE DEFORMED STEEL UNLESS NOTED OTHERWISE IN THE BILL OF REINFORCING STEEL.2.
6.6.2 OF CSA A23.1 UNLESS NOTED OTHERWISE IN THE BILL OF REINFORCING STEEL.
STANDARD 90°, 135° & 180° HOOKS REFERENCED FROM THE RSIC "MANUAL OF STANDARD PRACTICE". RADII ARE INSIDE DIMENSIONS. ALL REINFORCING STEEL BENDS AND HOOKS SHALL CONFORM TO CLAUSE
ALL DIMENSIONS GIVEN IN BENDING DIAGRAM ARE OUT TO OUT, EXCEPT RADII AND EXTENSIONS ON 90°, 135° & 180° HOOKS. EXTENSIONS ON 90°, 135° & 180° HOOKS ARE THE "A" OR "G" DIMENSIONS FOR THE1.
kg
kg/m
SEC.
END
SEC.
INTERIOR
A
51
203
203
---
---
---
---
---
---
---
---
---
---
---
0.33
0.33
0.33
0.33
0.33
0.14
SHEET NO: 7 OF 8
---
---
---
1.65
1.63
0.71
0.71
0.71
0.71
0.71
3.55
TSTB99c
DRAWN BY:
REVIEWED BY:
L. LIEBRECHT
DATE: 2020 - 08
H. LARSENDESIGNED BY:
DIMENSION
DIMENSION
H
DK
CB
DDD
A
A
(mm)
TOTAL LENGTHTYPEMARK BENDING DIAGRAM
MASS
(mm)
PIN DIAMETER
N. JOYAL
BENT 65
300
1450 2.281509
600
--- 3.97
BAR
6000
6000
6000
OPTION 1 OPTION 2 OPTION 3
LONGITUDINAL REINFORCING - MASS (kg/m)
SECTIONINTERIOR
SECTIONEND
125BENT 1741 4.412012
2009 BENT 125 7.73
300
300
3283
2013a
2013b
2013c
2013d
2013e
BENT
BENT
BENT
BENT
1742
1745
1749
1753
1757
4.41
4.42
4.43
4.44
4.45
B
181
208
235
261
288
2014a
2014b
2014c
2014d
2014e
BENT
BENT
BENT
BENT
BENT
2599
2561
2521
2481
2441
6.12
6.03
5.94
5.84
5.75
125
125
125
125
125
125
125
125
125
125
C
108773
770
767
766
765
84
59
35
11
300
300
753
724
714
694
674
850
550---
---
165
122
765
775
765
A
BC
A
300
---
---
---
---
---
---
---
---
---
---
1.53
1.54
1.54
1.54
1.55
2.13
2.10
2.07
2.03
2.00
40.33
7.67
REVISIONS
DATE DESCRIPTION BY
H.P.
LARSENInfrastructureTraffic Engineering
ER
EN
F
PR
OO
OVI
ICE MANTBA
N
RE
E
E
E
ER
R
G
G
I
I
ITS
SSD
P O O
N
NL
FA
NOTES:
TL-4 AT 915
BARRIER - MEDIAN
CONSTANT SLOPE
CONSTRAINED WIDTH
MANITOBA
ALL BARS SHALL BE BENT IN ACCORDANCE WITH THE FOLLOWING DETAIL:6.
IN ACCORDANCE WITH CAN/CSA G40.21-M92 GRADE 300W.
BARS MARKED WITH THE SUFFIX "P" SHALL BE PLAIN UNDEFORMED BARS5.
ITEMS TO BE IDENTIFIED IN A SIMILAR FASHION.
LIKE BARS SHALL BE BUNDLED, SECURELY TIED, AND IDENTIFIED AS TO MARK No. BY APPROPRIATE MEANS. ALL OTHER4.
GRADE 400W, UNLESS NOTED OTHERWISE IN THE BILL OF REINFORCING STEEL.
ALL REINFORCING STEEL SHALL CONFORM TO CSA G30.18-M92 "BILLET STEEL BARS FOR CONCRETE REINFORCEMENT"3.
ALL REINFORCING STEEL SHALL BE DEFORMED STEEL UNLESS NOTED OTHERWISE IN THE BILL OF REINFORCING STEEL.2.
6.6.2 OF CSA A23.1 UNLESS NOTED OTHERWISE IN THE BILL OF REINFORCING STEEL.
STANDARD 90°, 135° & 180° HOOKS REFERENCED FROM THE RSIC "MANUAL OF STANDARD PRACTICE". RADII ARE INSIDE DIMENSIONS. ALL REINFORCING STEEL BENDS AND HOOKS SHALL CONFORM TO CLAUSE
ALL DIMENSIONS GIVEN IN BENDING DIAGRAM ARE OUT TO OUT, EXCEPT RADII AND EXTENSIONS ON 90°, 135° & 180° HOOKS. EXTENSIONS ON 90°, 135° & 180° HOOKS ARE THE "A" OR "G" DIMENSIONS FOR THE1.
SHEET NO: 8 OF 8
TSTB99c
DRAWN BY:
REVIEWED BY:
L. LIEBRECHT
DATE: 2020 - 08
H. LARSENDESIGNED BY:
kg
kg/m
SEC.
END
SEC.
INTERIOR
BENT
--- 6.5910M
15M
20M
DIMENSION
DIMENSION
H
DK
CB
DDD
A
A
FOOTING
(mm)
TOTAL LENGTHTYPEMARK BENDING DIAGRAM
MASS
(mm)
PIN DIAMETER
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13.19 13.19
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N. JOYAL