(TYP)DETAIL 'B'
SEE
(TYP)DETAIL 'B'
SEE
(TYP)DETAIL 'B'
SEE
(min)
4
25
10:1 MAX
10:1 MAX
10:1 MAX
10:1 MAX 10:1 MAX
10:1 MAX
4
25
4
25
10:1 MAX
10:1 MAX
ELEVATION
PLAN
NOTES:
SCALE 1:40
SCALE 1:40
INTERIOR SECTION DETAILS
DATE: 2020 - 08REVISIONS
DATE DESCRIPTION BY
H.P.
LARSENInfrastructureTraffic Engineering
ER
EN
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P O O
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FA
DRAWN BY:
REVIEWED BY:
L. LIEBRECHT
H. LARSENDESIGNED BY:
TSTM92d
SECTION 'A-A'SCALE 1:40
SECTION 'B-B' SECTION 'C-C'SCALE 1:40
200
20
20
20
20
SCALE 1:10
DETAIL 'B'
600
1075
278 278
125
CHAMFER20x20
SCALE 1:40
6800
1075
C
CA
AB
B
6800
125
132
1
≥ 32
SECTION)(INTERIOR
TSGR98d
SECTION)(INTERIORTSGM98d
132
1
≥ 32
SEE NOTES 2, 3 & 9
256
172
172
600
1075
172 256 172
CHAMFER20x20
1075
600
172VARIES172
CHAMFER20x20
SEE SHEET 5ANCHORAGE OPTIONS & DETAILS
FOR FOOTING AND
SECTION)(INTERIORTSGM98d
SECTION)(INTERIOR
TSGR98d
172
681 (min)
172
278
278
SHEET NO: 1 OF 10
SEE TSGM98dANCHORAGE OPTIONS & DETAILSFOR FOOTING AND
172 172
SEE SHEET 6 & TSGR98dANCHORAGE OPTIONS & DETAILS
FOR FOOTING AND
SEE NOTES 2 & 9
SEE SECTIONS 'A-A' AND 'B-B' FOR BELOW GRADE DESIGN OPTIONS.10.
TRANSVERSE REINFORCING NOT SHOWN FOR CLARITY.9.
SEE SHEETS 7, 8, 9, & 10 FOR REINFORCING DETAILS.8.
COMPRESSIVE STRENGTH FOOTING ≥ 35 MPa, @ 28 DAYS.NEW OR EXISTING REINFORCED CONCRETE FOOTING: CONCRETE: CSA A23.1, EXPOSURE CLASS C-1, AIR CONTENT CATEGORY 1, 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.
JOINT SPACING, OR AT A MAXIMUM OF 6000 mm.
FORMED OR CUT CONTRACTION JOINTS SHALL BE CREATED AT EACH PLACE WHERE THE BARRIER SHAPE CHANGES, TO MATCH ADJACENT PAVEMENT3.
LONGITUDINAL REINFORCING NOT SHOWN FOR CLARITY.2.
ALL SCALES ARE APPROXIMATE.1.
SEE NOTES 2, 3 & 9SEE NOTE 10GRADE
CLEAR55
CHAMFER20x20
CHAMFER20x20
CHAMFER20x20
N. JOYAL
AT 1075
BACK TRANSITION
TO DUAL TL-5 VERTICAL
BARRIER - MEDIAN TL-5
WIDTH CONSTANT SLOPE
MANITOBA CONSTRAINED
4
25
10:1 MAX
10:1 MAX
10:1 MAX
10:1 MAX 10:1 MAX
10:1 MAX
4
25
4
25
10:1 MAX
10:1 MAX
ELEVATION
PLAN
NOTES:
SCALE 1:40
SCALE 1:40
INTERIOR SECTION DETAILS
DATE: 2020 - 08REVISIONS
DATE DESCRIPTION BY
H.P.
LARSENInfrastructureTraffic Engineering
ER
EN
F
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N
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SSD
P O O
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NL
FA
DRAWN BY:
REVIEWED BY:
L. LIEBRECHT
H. LARSENDESIGNED BY:
TSTM92d
SECTION 'A-A'SCALE 1:40
SECTION 'B-B' SECTION 'C-C'
700
BAR MK 2011
@ 1200 SPACINGBAR MK 1002
75
75
6800
SEE NOTE 10GRADE
400
C
C
A
AB
B
BAR MK 2005
AND 1502BAR MK 1501
6800
132
1
≥ 32
SECTION)(INTERIOR
TSGR98d
SECTION)(INTERIORTSGM98d
132
1
≥ 32
700
75
75
BAR MK 2005
7575
75
247
247
247
BAR MK 2027
124
130
SEE SHEET 5ANCHORAGE OPTIONS & DETAILS
FOR FOOTING AND
SECTION)(INTERIORTSGM98d
SECTION)(INTERIOR
TSGR98d
BAR MK 2027a
BAR MK 2027c
BAR MK 2027e
BAR MK 2027g
BAR MK 2027i
BAR MK 2027k
BAR MK 2027m
BAR MK 2027n
BAR MK 2027w
OR 1502BAR MK 1523w
OR 1502BAR MK 1523c OR 1502
BAR MK 1523g
OR 1502BAR MK 1523i
SHEET NO: 2 OF 10
BAR MK 2027a TO 2027w
OR 1502BAR MK 1523n
OR 1502BAR MK 1523m
OR 1502BAR MK 1523k
OR 1502BAR MK 1523e
OR 1502BAR MK 1523a
BAR MK 1523a TO 1523w OR 1502
10-1
0M
BA
RS
BAR MK 2027
75
16 @ 400 SPACING = 6400
(10 LOCATIONS)MIN. 600 mm OVERLAP10M LONGITUDINAL BAR
(10 LOCATIONS)MIN. 600 mm OVERLAP
10M LONGITUDINAL BAR
(10 LOCATIONS)MIN. 600 mm OVERLAP10M LONGITUDINAL BARS
SEE SHEET 6 & TSGR98dANCHORAGE OPTIONS & DETAILS
FOR FOOTING AND
SCALE 1:40(SEE TSGR98d FOR DETAILS)
16 @ 400 SPACING = 6400
1
@
124
O/C
3
@
247
O/C
@ 1200 SPACINGBAR MK 1003
130
247
247
247
124
247
247
247
124
130
SEE TSGM98dANCHORAGE OPTIONS & DETAILS
FOR FOOTING AND
SCALE 1:40(SEE TSGM98d FOR DETAILS)
10M LONGITUDINAL BARS SHALL EXTEND A MINIMUM OF 600 mm INTO ADJACENT TRANSITION SECTION OF BARRIER.11.
SEE SECTIONS 'A-A' AND 'B-B' FOR BELOW GRADE DESIGN OPTIONS.10.
TRANSVERSE REINFORCING NOT SHOWN FOR CLARITY.9.
SEE SHEETS 7, 8, 9, & 10 FOR REINFORCING DETAILS.8.
COMPRESSIVE STRENGTH FOOTING ≥ 35 MPa, @ 28 DAYS.NEW OR EXISTING REINFORCED CONCRETE FOOTING: CONCRETE: CSA A23.1, EXPOSURE CLASS C-1, AIR CONTENT CATEGORY 1, 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.
JOINT SPACING, OR AT A MAXIMUM OF 6000 mm.
FORMED OR CUT CONTRACTION JOINTS SHALL BE CREATED AT EACH PLACE WHERE THE BARRIER SHAPE CHANGES, TO MATCH ADJACENT PAVEMENT3.
LONGITUDINAL REINFORCING NOT SHOWN FOR CLARITY.2.
ALL SCALES ARE APPROXIMATE.1.
SEE NOTE 11
SEE NOTE 11(20 LOCATIONS)MIN. 600 mm OVERLAP10M LONGITUDINAL BAR
N. JOYAL
AT 1075
BACK TRANSITION
TO DUAL TL-5 VERTICAL
BARRIER - MEDIAN TL-5
WIDTH CONSTANT SLOPE
MANITOBA CONSTRAINED
NOTES:
PLANSCALE 1:40
ELEVATION
SECTION 'B-B' SECTION 'C-C'
SECTION 'A-A'SCALE 1:40
END SECTION DETAILS
(TYP)DETAIL 'B'
SEE
(min)
10:1 MAX
10:1 MAX
4
25
10:1 MAX
10:1 MAX
600
1075
278 278
125
CHAMFER20x20
(TYP)DETAIL 'B'
SEE
10:1 MAX
10:1 MAX 10:1 MAX
10:1 MAX
4
25
600
1075
172 256 172
CHAMFER20x20
(TYP)DETAIL 'B'
SEE
4
25
1075
600
172VARIES172
CHAMFER20x20
SEE SHEET 5ANCHORAGE OPTIONS & DETAILS
FOR FOOTING AND
DATE: 2020 - 08REVISIONS
DATE DESCRIPTION BY
H.P.
LARSENInfrastructureTraffic Engineering
ER
EN
F
PR
OO
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N
RE
E
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ER
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SSD
P O O
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FA
DRAWN BY:
REVIEWED BY:
L. LIEBRECHT
H. LARSENDESIGNED BY:
TSTM92d
1075
2785 (min) END ANCHOR
(END SECTION)TSGR98d
6800
A
A
SCALE 1:40
SECTION)(INTERIORTSGR98d
6800125
132
1
≥ 32
SECTION)(INTERIORTSGM98d
132
1
≥ 32
SEE NOTES 2, 3 & 9
256
172
172
SEE NOTE 10GRADE
(END SECTION)TSGR98d
RE
CESS
200
SHEET NO: 3 OF 10
B
B A C
CA
278
278
172
681 (min)
172
100 (max)
100 (max)
20x20 CHAMFER
SEE SECTIONS 'A-A' AND 'B-B' FOR BELOW GRADE DESIGN OPTIONS.10.
TRANSVERSE REINFORCING NOT SHOWN FOR CLARITY.9.
SEE SHEETS 7, 8, 9, & 10 FOR REINFORCING DETAILS.8.
COMPRESSIVE STRENGTH FOOTING ≥ 35 MPa, @ 28 DAYS.NEW OR EXISTING REINFORCED CONCRETE FOOTING: CONCRETE: CSA A23.1, EXPOSURE CLASS C-1, AIR CONTENT CATEGORY 1, 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.
JOINT SPACING, OR AT A MAXIMUM OF 6000 mm.
FORMED OR CUT CONTRACTION JOINTS SHALL BE CREATED AT EACH PLACE WHERE THE BARRIER SHAPE CHANGES, TO MATCH ADJACENT PAVEMENT3.
LONGITUDINAL REINFORCING NOT SHOWN FOR CLARITY.2.
ALL SCALES ARE APPROXIMATE.1.
172 172
SEE SHEET 6 & TSGR98dANCHORAGE OPTIONS & DETAILS
FOR FOOTING AND
SCALE 1:40(SEE TSGR98d FOR DETAILS)
SEE NOTES 2 & 9
SEE NOTES 2, 3 & 9
2785 (min) END ANCHOR
SEE TSGM98dANCHORAGE OPTIONS & DETAILSFOR FOOTING AND
SCALE 1:40(SEE TSGM98d FOR DETAILS)
CHAMFER20x20
CHAMFER20x20
CHAMFER20x20
N. JOYAL
AT 1075
BACK TRANSITION
TO DUAL TL-5 VERTICAL
BARRIER - MEDIAN TL-5
WIDTH CONSTANT SLOPE
MANITOBA CONSTRAINED
NOTES:
PLANSCALE 1:40
ELEVATION
SECTION 'B-B' SECTION 'C-C'
SECTION 'A-A'SCALE 1:40
END SECTION DETAILS
10:1 MAX
10:1 MAX
4
25
10:1 MAX
10:1 MAX
700
BAR MK 2011
130
75
75
10:1 MAX
10:1 MAX 10:1 MAX
10:1 MAX
4
25700
75
75
BAR MK 2005
@ 1200 SPACINGBAR MK 1003
130
DATE: 2020 - 08REVISIONS
DATE DESCRIPTION BY
H.P.
LARSENInfrastructureTraffic Engineering
ER
EN
F
PR
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N
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ER
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SSD
P O O
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FA
DRAWN BY:
REVIEWED BY:
L. LIEBRECHT
H. LARSENDESIGNED BY:
TSTM92d
C
AND 1502BAR MK 1501
CBAR MK 2005
2785 (min) END ANCHOR
(END SECTION)TSGR98d
6800
A
AB
B
400
SCALE 1:40
SECTION)(INTERIORTSGR98d
6800
132
1
≥ 32
SECTION)(INTERIORTSGM98d
132
1
≥ 32
(END SECTION)TSGR98d
OR 1502BAR MK 1523a
OR 1502BAR MK 1523b
OR 1502BAR MK 1523d
OR 1502BAR MK 1523f
OR 1502BAR MK 1523h
OR 1502BAR MK 1523j
OR 1502BAR MK 1523l OR 1502
BAR MK 1523w
BAR MK 2027a
BAR MK 2027b
BAR MK 2027d
BAR MK 2027f
BAR MK 2027g
BAR MK 2027hBAR MK 2027j
BAR MK 2027k
BAR MK 2027m
BAR MK 2027n BAR MK 2027w
SHEET NO: 4 OF 10
4
25
7575
75
247
247
247
BAR MK 2027
124
130
SEE SHEET 5ANCHORAGE OPTIONS & DETAILS
FOR FOOTING AND
100 (max)
BAR MK 2027
BAR MK 2027 BAR MK 2027
BAR MK 1523n TO 1523w OR 1502BAR MK 1523a TO 1523m OR 1502
OR 1502BAR MK 1523n
OR 1502BAR MK 1523m
OR 1502BAR MK 1523g
@ 1200 SPACINGBAR MK 1002
SEE SECTIONS 'A-A' AND 'B-B' FOR BELOW GRADE DESIGN OPTIONS.10.
TRANSVERSE REINFORCING NOT SHOWN FOR CLARITY.9.
SEE SHEETS 7, 8, 9, & 10 FOR REINFORCING DETAILS.8.
COMPRESSIVE STRENGTH FOOTING ≥ 35 MPa, @ 28 DAYS.NEW OR EXISTING REINFORCED CONCRETE FOOTING: CONCRETE: CSA A23.1, EXPOSURE CLASS C-1, AIR CONTENT CATEGORY 1, 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.
JOINT SPACING, OR AT A MAXIMUM OF 6000 mm.
FORMED OR CUT CONTRACTION JOINTS SHALL BE CREATED AT EACH PLACE WHERE THE BARRIER SHAPE CHANGES, TO MATCH ADJACENT PAVEMENT3.
LONGITUDINAL REINFORCING NOT SHOWN FOR CLARITY.2.
ALL SCALES ARE APPROXIMATE.1.
(20 LOCATIONS)MIN. 600 mm OVERLAP
10M LONGITUDINAL BAR
(10 LOCATIONS)MIN. 600 mm OVERLAP
10M LONGITUDINAL BAR
(10 LOCATIONS)MIN. 600 mm OVERLAP10M LONGITUDINAL BARS
(10 LOCATIONS)MIN. 600 mm OVERLAP
10M LONGITUDINAL BAR
SEE NOTE 10GRADE
2785 (min) END ANCHOR
400
4008 @ 300 SPACING = 2400 9 @ 400 SPACING = 3600
9 @ 400 SPACING - 36008 @ 300 SPACING = 2400
1
@
124
O/C
3
@
247
O/C
10-1
0M
BA
RS
SEE SHEET 6 & TSGR98dANCHORAGE OPTIONS & DETAILS
FOR FOOTING AND
SCALE 1:40(SEE TSGR98d FOR DETAILS)
247
247
247
124
247
247
247
124
SEE TSGM98dANCHORAGE OPTIONS & DETAILSFOR FOOTING AND
SCALE 1:40(SEE TSGM98d FOR DETAILS)
75
N. JOYAL
AT 1075
BACK TRANSITION
TO DUAL TL-5 VERTICAL
BARRIER - MEDIAN TL-5
WIDTH CONSTANT SLOPE
MANITOBA CONSTRAINED
NOTES:
DATE: 2020 - 08REVISIONS
DATE DESCRIPTION BY
H.P.
LARSENInfrastructureTraffic Engineering
ER
EN
F
PR
OO
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ICE MANTBA
N
RE
E
E
E
ER
R
G
G
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I
ITS
SSD
P O O
N
NL
FA
DRAWN BY:
REVIEWED BY:
L. LIEBRECHT
H. LARSENDESIGNED BY:
TSTM92d
SCALE 1:40
SECTION 'A-A'INTERIOR SECTION FOOTING
10:1 MAX
10:1 MAX
10:1 MAX
10:1 MAX
10:1 MAX
10:1 MAX10:1 MAX
(min)
10:1 MAX
(min)
NEW FOOTINGSCALE 1:40SCALE 1:40
200
200
OPTION 3(SEE NOTE 7)
OPTION 3(SEE NOTE 7)
OPTION 2 OPTION 2
OPTION 1
280
2000 (min)
GRADE
SEE NOTE 1
2000 (min)
280
(min)
10:1 MAX
10:1 MAX
GRADE
SEE NOTE 1
10:1 MAX
10:1 MAX
OPTION 1
GRADE
SEE NOTE 1
600
600 (min)
GRADE
SEE NOTE 1
10:1 MAX
10:1 MAX10:1 MAX
10:1 MAX
600 (min)
(min)
600
≥ 0≥ 0
≥ 0 ≥ 0
≥ 0≥ 0
≥ 0≥ 0
125
125
422
422
BAR MK 2026
BAR MK 2025
BAR MK 2024
700 700 700700
75
150 (min) 150 (min)
150 (min)150 (min)
SEE NOTES 4 & 9BAR MK 1523
SEE NOTES 4 & 9BAR MK 1523
SEE NOTE 9BAR MK 2025
SEE NOTES 4 & 9BAR MK 1523
SEE NOTE 9BAR MK 2026
SEE NOTE 8
SEE NOTE 8
SCALE 1:5
SCALE 1:5
SEE NOTES 2, 3 & 9BAR MK 1502
SEE NOTES 2, 3 & 9BAR MK 1502
SEE NOTES 2, 3 & 9BAR MK 1502
(min)
200
10:1 MAX
10:1 MAX10:1 MAX
10:1 MAX
SEE NOTE 1
600
900 (min)
≥ 0 ≥ 0
422
SEE NOTE 1
10:1 MAX
10:1 MAX10:1 MAX
10:1 MAX
900 (min)
(min)
600
≥ 0≥ 0
130
20 (-5, +0)
20 (-5, +0)
6 (-2, +0)
22 (-2, +0)
50 (-5,+0)
6 (-2, +0)
55 (-1
0, +0)
HAND FORMED BARRIER
CONTRACTION JOINT DETAILS
EXISTING FOOTING
SEE NOTE 9BAR MK 2024
SHEET NO: 5 OF 10
ALL REINFORCING SHALL HAVE MINIMUM 75 mm COVER, UNLESS OTHERWISE NOTED.10.
SPACING TO MATCH BAR MK 2027.9.
FOOTING WIDTH TO MATCH BARRIER WIDTH.8.
OPTION 3 MUST BE USED FOR END SECTION OF BARRIER.7.
SEE SHEETS OF 7, 8, 9, & 10 FOR REINFORCEMENT 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 FOOTING ≥ 35 MPa, @ 28 DAYS.NEW OR EXISTING REINFORCED CONCRETE FOOTING: CONCRETE: CSA A23.1, EXPOSURE CLASS C-1, AIR CONTENT CATEGORY 1, COMPRESSIVE1.
SLIP FORMED BARRIER (SAW CUT)
75
OF FOOTING))TOP AND BOTTOM
EQUALLY SPACED IN (12 LOCATIONS; 6 BARS MIN. 600 mm OVERLAP
15M LONGITUDINAL BAR
OF FOOTING))TOP AND BOTTOM
EQUALLY SPACED IN (12 LOCATIONS; 6 BARS MIN. 600 mm OVERLAP
15M LONGITUDINAL BAR
OF FOOTING))TOP AND BOTTOM
EQUALLY SPACED IN (6 LOCATIONS; 3 BARS MIN. 600 mm OVERLAP
15M LONGITUDINAL BAR
OF FOOTING))TOP AND BOTTOM
EQUALLY SPACED IN (6 LOCATIONS; 3 BARS MIN. 600 mm OVERLAP
15M LONGITUDINAL BAR
OF FOOTING))TOP AND BOTTOM
EQUALLY SPACED IN (8 LOCATIONS; 4 BARS MIN. 600 mm OVERLAP
20M LONGITUDINAL BAR
OF FOOTING))TOP AND BOTTOM
EQUALLY SPACED IN (8 LOCATIONS; 4 BARS MIN. 600 mm OVERLAP
20M LONGITUDINAL BAR
N. JOYAL
AT 1075
BACK TRANSITION
TO DUAL TL-5 VERTICAL
BARRIER - MEDIAN TL-5
WIDTH CONSTANT SLOPE
MANITOBA CONSTRAINED
NOTES:
DATE: 2020 - 08REVISIONS
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
DRAWN BY:
REVIEWED BY:
L. LIEBRECHT
H. LARSENDESIGNED BY:
TSTM92d
10:1 MAX
10:1 MAX
10:1 MAX
10:1 MAX
10:1 MAX
10:1 MAX
10:1 MAX
10:1 MAX
10:1 MAX
10:1 MAX
10:1 MAX
10:1 MAX
10:1 MAX
10:1 MAX
10:1 MAX
10:1 MAX
EXISTING FOOTING NEW FOOTING
600 (min) 600 (min)
250 125 250
(min) (min)
200
200
250
(min)
125 250
(min)
125
250
(min)
250
(min)
250
(min)
250
(min)
SEE NOTES 2, 3 & 8BAR MK 1502
(min)
1000 (min)1000 (min)
500
SEE NOTES 2, 3 & 8BAR MK 1502
200
200
700
1000 (min)1000 (min)
(min)
700500
(min)
(min)
1525 (min) TO 2000 (max)
1525 (min) TO 2000 (max)
125
125
125
10:1 MAX
10:1 MAX
10:1 MAX
10:1 MAX
10:1 MAX
10:1 MAX
10:1 MAX
10:1 MAX
10:1 MAX
10:1 MAX
10:1 MAX
10:1 MAX
10:1 MAX
10:1 MAX
10:1 MAX
10:1 MAX
EXISTING FOOTING NEW FOOTING
600 (min) 600 (min)
250 125 250
(min) (min)
200
200
250
(min)
125 250
(min)
125
250
(min)
250
(min)
250
(min)
250
(min)
SEE NOTES 2, 3 & 8BAR MK 1502
(min)
1000 (min)1000 (min)
700
SEE NOTES 2, 3 & 8BAR MK 1502
200
200
700
1000 (min)1000 (min)
(min)
700
700
(min)
(min)
1525 (min) TO 2000 (max) 1525 (min) TO 2000 (max)
125
125
125
SEE NOTE 8BAR MK 2009
OPTION 1
SCALE 1:40
SECTION 'B-B'INTERIOR SECTION FOOTING
SCALE 1:40
SECTION 'B-B'END SECTION FOOTING
SEE NOTES 2, 3 & 8BAR MK 1502
SEE NOTES 2, 3 & 8BAR MK 1502
SEE NOTES 2, 3 & 8BAR MK 1502
SEE NOTES 2, 3 & 8BAR MK 1502
OPTION 2
OPTION 1
OPTION 2 OPTION 2
OPTION 1
OPTION 2
OPTION 1
SEE NOTE 8BAR MK 2009
SEE NOTE 1
SEE NOTE 1
SEE NOTE 1
SEE NOTE 1
SEE NOTE 1
SEE NOTE 1 SEE NOTE 1
SEE NOTE 1
SEE NOTE 1
SEE NOTE 1
SEE NOTE 1
SEE NOTE 1
SEE NOTES 2, 3 & 8BAR MK 1506
SEE NOTES 2, 3 & 8BAR MK 1506
SEE NOTES 2, 3 & 8BAR MK 1506
SEE NOTES 4 & 8BAR MK 1505
SEE NOTES 4 & 8BAR MK 1505
SEE NOTES 4 & 8BAR MK 1505
SEE NOTES 4 & 8BAR MK 1505
SEE NOTES 4 & 8BAR MK 1505
SEE NOTES 4 & 8BAR MK 1505
SEE NOTE 8BAR MK 2023
SEE NOTES 4 & 8BAR MK 1505SEE NOTES 4 & 8
BAR MK 1505
SEE NOTE 8BAR MK 2009
SEE NOTE 8BAR MK 2009
SEE NOTES 2, 3 & 8BAR MK 1506
SEE NOTES 2, 3 & 8BAR MK 1506
SEE NOTES 2, 3 & 8BAR MK 1506
SEE NOTE 8BAR MK 2008
SEE NOTE 8BAR MK 2022
SEE NOTE 8BAR MK 2008
SEE NOTE 8BAR MK 2023
SEE NOTE 8BAR MK 2009
SEE NOTE 8BAR MK 2009
SEE NOTE 8BAR MK 2023
SHEET NO: 6 OF 10
ALL REINFORCING SHALL HAVE MINIMUM 75 mm COVER, UNLESS OTHERWISE NOTED.9.
SPACING TO MATCH BAR MK 2011.8.
SEE SHEETS 7, 8, 9, & 10 FOR REINFORCEMENT DETAILS.7.
ALTERNATE LONGITUDINAL REINFORCEMENT FOR TOP TWO BARS MAY BE ONE (1) SINGLE 15M BAR.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 FOOTING ≥ 35 MPa, @ 28 DAYS.NEW OR EXISTING REINFORCED CONCRETE FOOTING: CONCRETE: CSA A23.1, EXPOSURE CLASS C-1, AIR CONTENT CATEGORY 1, COMPRESSIVE1.
OF FOOTING))TOP AND BOTTOM
EQUALLY SPACED IN (12 LOCATIONS; 6 BARS MIN. 600 mm OVERLAP
15M LONGITUDINAL BAR
OF FOOTING))TOP AND BOTTOMEQUALLY SPACED IN (12 LOCATIONS; 6 BARS MIN. 600 mm OVERLAP15M LONGITUDINAL BAR
OF EACH FOOTING)TOP AND BOTTOMEQUALLY SPACED IN (16 LOCATIONS; 4 BARS MIN. 600 mm OVERLAP15M LONGITUDINAL BAR
OF EACH FOOTING)TOP AND BOTTOMEQUALLY SPACED IN (16 LOCATIONS; 4 BARS MIN. 600 mm OVERLAP15M LONGITUDINAL BAR
OF FOOTING)TOP AND BOTTOMEQUALLY SPACED IN (12 LOCATIONS; 6 BARS MIN. 600 mm OVERLAP15M LONGITUDINAL BAR
OF EACH FOOTING)TOP AND BOTTOMEQUALLY SPACED IN (16 LOCATIONS; 4 BARS MIN. 600 mm OVERLAP15M LONGITUDINAL BAR
OF EACH FOOTING)TOP AND BOTTOMEQUALLY SPACED IN (16 LOCATIONS; 4 BARS MIN. 600 mm OVERLAP15M LONGITUDINAL BAR
N. JOYAL
OF FOOTING)TOP AND BOTTOMEQUALLY SPACED IN (12 LOCATIONS; 6 BARS MIN. 600 mm OVERLAP15M LONGITUDINAL BAR
AT 1075
BACK TRANSITION
TO DUAL TL-5 VERTICAL
BARRIER - MEDIAN TL-5
WIDTH CONSTANT SLOPE
MANITOBA CONSTRAINED
0.4354865BENT1003
BENT1002
0.94600STR1506 0
2.26143965BENT1501
0.9560465BENT1502
203
65 503 0.39
1505 BENT 65 1300 2.04
(mm)
TOTAL LENGTHTYPEMARK BENDING DIAGRAM
MASS
kg
kg/m
(mm)
PIN DIAMETER
SEC.
END
SEC.
INTERIOR
600
287
525
236
319278
600
525
320
319
422
204
182
167
182
29
2929
5151
51
51
203
319
0.43
0.39
0.43
0.39
6.78 9.04
2.85 3.80
6.12 8.16
2.82 3.76
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:
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.
REINFORCING STEEL.
BENDS AND HOOKS SHALL CONFORM TO CLAUSE 6.6.2 OF CSA A23.1 UNLESS NOTED OTHERWISE IN THE BILL OFDIMENSIONS. ALL REINFORCING STEEL
ARE THE "A" OR "G" DIMENSIONS FOR THE STANDARD 90°, 135° & 180° HOOKS REFERENCED FROM THE RSIC "MANUAL OF STANDARD PRACTICE". RADII ARE INSIDE
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 1.
DRAWN BY:
REVIEWED BY:
L. LIEBRECHT
DATE: 2020 - 08
H. LARSENDESIGNED BY:
TSTM92d
SHEET NO: 7 OF 10
H
DK
CB
DDD
N. JOYAL
TRANSITION AT 1075
DUAL TL-5 VERTICAL BACK
BARRIER - MEDIAN TL-5 TO
WIDTH CONSTANT SLOPE
MANITOBA CONSTRAINED
BENT 1252008 2885 6.79
2009 BENT 125 7.73
850
550
3283
BENT 125 2196 5.172005
925
937
148
148
125BENT 2063 4.862011
(mm)
TOTAL LENGTHTYPEMARK BENDING DIAGRAM
MASS
kg
kg/m
(mm)
PIN DIAMETER
SEC.
END
SEC.
INTERIOR
525
A
128
350
300
300
850
300
300
937
139
148
925
5151
203
319
15.51 20.68
20.37 27.16
23.19 30.92
14.58 19.44
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:
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.
REINFORCING STEEL.
BENDS AND HOOKS SHALL CONFORM TO CLAUSE 6.6.2 OF CSA A23.1 UNLESS NOTED OTHERWISE IN THE BILL OFDIMENSIONS. ALL REINFORCING STEEL
ARE THE "A" OR "G" DIMENSIONS FOR THE STANDARD 90°, 135° & 180° HOOKS REFERENCED FROM THE RSIC "MANUAL OF STANDARD PRACTICE". RADII ARE INSIDE
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 1.
DRAWN BY:
REVIEWED BY:
L. LIEBRECHT
DATE: 2020 - 08
H. LARSENDESIGNED BY:
TSTM92d
BENT 125
BENT 125
BENT 125
BENT 125
BENT 125
BENT 125
BENT 125
1523a
1523b
1523c
1523d
1523e
1523f
1523g
BENT 125
BENT 125
BENT 125
BENT 125
BENT 125
BENT 125
BENT 125
1523h
1523i
1523j
1523k
1523l
1523m
1523n
BENT 125
BENT 125
BENT 125
BENT 125
BENT 125
BENT 125
BENT 125
1523o
1523p
1523q
1523r
1523s
1523t
1523u
BENT 125
1523v
1523w 1460
1485
1535
1560
1585
1610
1635
1660
1710
1729
1735
1748
1760
1767
1785
1804
1810
1823
340
365
390
415
440
465
490
515
540
590
609
615
628
640
647
665
684
690
703
715
7221842
2.29
2.33
2.37
2.41
2.45
2.49
2.53
2.57
2.61
2.68
2.71
2.72
2.74
2.76
2.77
2.80
2.83
2.84
2.86
2.88
2.89
0.34
0.34
0.35
0.35
0.36
0.37
0.37
0.38
0.38
0.39
---
0.40
---
0.41
---
0.41
---
0.42
---
0.42
---
0.39
0.40
---
0.40
0.41
0.41
0.42
---
0.42
0.43
1510
7401860 2.92 0.43 0.43
0.34
0.34
0.35
0.35
0.36
0.37
0.38
0.38
---
---
BENT 125 1695 5762.66 0.39 0.39
1835
0.37
SHEET NO: 8 OF 10
DIMENSION
A
H
DK
CB
DDD
N. JOYAL
TRANSITION AT 1075
DUAL TL-5 VERTICAL BACK
BARRIER - MEDIAN TL-5 TO
WIDTH CONSTANT SLOPE
MANITOBA CONSTRAINED
BENT2023
2022 BENT
1375
350
1375
550
125
125
300
300
300
130
130
A
165
(mm)
TOTAL LENGTHTYPEMARK BENDING DIAGRAM
MASS
kg
kg/m
(mm)
PIN DIAMETER
SEC.
END
SEC.
INTERIOR
300
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:
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.
REINFORCING STEEL.
BENDS AND HOOKS SHALL CONFORM TO CLAUSE 6.6.2 OF CSA A23.1 UNLESS NOTED OTHERWISE IN THE BILL OFDIMENSIONS. ALL REINFORCING STEEL
ARE THE "A" OR "G" DIMENSIONS FOR THE STANDARD 90°, 135° & 180° HOOKS REFERENCED FROM THE RSIC "MANUAL OF STANDARD PRACTICE". RADII ARE INSIDE
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 1.
DRAWN BY:
REVIEWED BY:
L. LIEBRECHT
DATE: 2020 - 08
H. LARSENDESIGNED BY:
TSTM92d
4503
00
300
A
BENT 125
BENT 125
BENT 125
BENT 125
BENT 125
BENT 125
BENT 125
2024a
2024b
2024c
2024d
2024e
2024f
2024g
BENT 125
BENT 125
BENT 125
BENT 125
BENT 125
BENT 125
BENT 125
2024h
2024i
2024j
2024k
2024l
2024m
2024n
BENT 125
BENT 125
BENT 125
BENT 125
BENT 125
BENT 125
BENT 125
2024o
2024p
2024q
2024r
2024s
2024t
2024u
BENT 125
2024v
2024w 4213
4263
4313
4363
4413
4463
4513
4563
4613
4713
4751
4763
4789
4813
4827
4863
4901
4913
4939
4963
1870
1895
1920
1945
1970
1995
2020
2045
2070
2120
2139
2145
2158
2170
2177
2195
2214
2220
2233
2245
2252
10.04
10.16
10.27
10.39
10.51
10.63
10.75
10.86
11.10
11.19
11.22
11.28
11.33
11.37
11.45
11.54
11.57
11.63
11.69
11.724977
227011.815013
1.60
1.63
---
---
---
---
---
1.68
---
---
---
---
---
1.74
1.46 1.46
1.48 1.48
1.49 1.49
1.51 1.51
1.53 1.53
1.55 1.55
1.56 1.56
1.58 1.58
1.60
1.63
1.65
1.65
1.66
1.67
1.67
1.68
1.70
1.70
1.71
1.72
1.72
1.74
9.92
BENT 125 4663 209510.98 1.611.61
BENT 125
BENT 125
BENT 125
BENT 125
BENT 125
BENT 125
BENT 125
2025a
2025b
2025c
2025d
2025e
2025f
2025g
BENT 125
BENT 125
BENT 125
BENT 125
BENT 125
BENT 125
BENT 125
2025h
2025i
2025j
2025k
2025l
2025m
2025n
BENT 125
BENT 125
BENT 125
BENT 125
BENT 125
BENT 125
BENT 125
2025o
2025p
2025q
2025r
2025s
2025t
2025u
BENT 125
2025v
2025w 2323
2373
2423
2473
2523
2573
2623
2673
2723
2823
2861
2873
2899
2923
2973
3011
3023
3049
3073
470
495
520
545
570
595
620
645
670
720
739
745
758
770
777
795
814
820
833
845
8523087
5.47
5.59
5.71
5.82
5.94
6.06
6.18
6.29
6.41
6.65
6.74
6.77
6.83
6.88
6.92
7.00
7.09
7.12
7.18
7.24
7.27
0.80
0.82
0.84
0.86
0.87
0.89
0.91
0.93
0.94
0.98
---
1.00
---
1.01
---
1.03
---
1.05
---
1.06
---
0.80
0.82
0.84
0.86
0.87
0.89
0.91
0.93
0.94
0.98
0.99
---
1.00
1.02
1.03
1.04
---
1.06
1.07
8703123 7.35 1.08 1.08
---
---
BENT 125 2773 6956.53 0.96 0.96
2937
SHEET NO: 9 OF 10
3931 TO 488111.49
TO9.26
28.73TO
23.15---
4331 TO 528112.44
TO10.20
---62.20
TO25.50
ARE DEPENDENT ON DESIGN TAPER ANGLE OF BARRIER*NOTE: WIDTHS AND WEIGHTS OF INDIVIDUAL BARS
ARE DEPENDENT ON DESIGN TAPER ANGLE OF BARRIER*NOTE: WIDTHS AND WEIGHTS OF INDIVIDUAL BARS
DIMENSION
DIMENSION
A
A
H
DK
CB
DDD
N. JOYAL
TRANSITION AT 1075
DUAL TL-5 VERTICAL BACK
BARRIER - MEDIAN TL-5 TO
WIDTH CONSTANT SLOPE
MANITOBA CONSTRAINED
450
A
BENT 125
BENT 125
BENT 125
BENT 125
BENT 125
BENT 125
BENT 125
2027a
2027b
2027c
2027d
2027e
2027f
2027g
BENT 125
BENT 125
BENT 125
BENT 125
BENT 125
BENT 125
BENT 125
2027h
2027i
2027j
2027k
2027l
2027m
2027n
BENT 125
BENT 125
BENT 125
BENT 125
BENT 125
BENT 125
BENT 125
2027o
2027p
2027q
2027r
2027s
2027t
2027u
BENT 125
BENT 125
2027v
2027w 2228
2253
2278
2303
2328
2353
2378
2403
2428
2463
2478
2497
2503
2516
2528
2535
2553
2572
2578
2591
2603
149
174
199
224
249
274
299
324
349
384
399
418
424
437
449
456
474
493
499
512
524
5312610
5.25
5.31
5.36
5.42
5.48
5.54
5.60
5.66
5.72
5.80
5.84
5.88
5.89
5.93
5.95
5.97
6.01
6.06
6.07
6.10
6.15
925
148
A
148
937
300
300
0.72
0.73
0.74
0.74
0.75
0.76
0.77
0.78
0.78
0.80
0.80
---
0.81
---
0.82
---
0.82
---
0.83
---
0.84
---
0.72
0.73
0.74
0.74
0.75
0.76
0.77
0.78
0.78
0.80
0.80
0.81
---
0.81
---
0.82
0.82
0.83
---
0.84
---
0.84
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:
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.
REINFORCING STEEL.
BENDS AND HOOKS SHALL CONFORM TO CLAUSE 6.6.2 OF CSA A23.1 UNLESS NOTED OTHERWISE IN THE BILL OFDIMENSIONS. ALL REINFORCING STEEL
ARE THE "A" OR "G" DIMENSIONS FOR THE STANDARD 90°, 135° & 180° HOOKS REFERENCED FROM THE RSIC "MANUAL OF STANDARD PRACTICE". RADII ARE INSIDE
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 1.
DRAWN BY:
REVIEWED BY:
L. LIEBRECHT
DATE: 2020 - 08
H. LARSENDESIGNED BY:
BAR
6000
6000
6000
OPTION 1 OPTION 2 OPTION 3
LONGITUDINAL REINFORCING - MASS (kg/m)
SECTIONINTERIOR
SECTIONEND
TSTM92d
6.59 6.59
20.72 9.89
19.78
(mm)
TOTAL LENGTHTYPEMARK BENDING DIAGRAM
MASS
kg
kg/m
(mm)
PIN DIAMETER
SEC.
END
SEC.
INTERIOR
5492628 6.19 0.85 0.85
10M
15M
20M
6.13
SHEET NO: 10 OF 10
DIMENSION
DIMENSION
--- ---
--- ---
---
---
---
---
---
---
FOOTING
A
A
H
DK
CB
DDD
N. JOYAL
TRANSITION AT 1075
DUAL TL-5 VERTICAL BACK
BARRIER - MEDIAN TL-5 TO
WIDTH CONSTANT SLOPE
MANITOBA CONSTRAINED
BENT 125
BENT 125
BENT 125
BENT 125
BENT 125
BENT 125
BENT 125
2026a
2026b
2026c
2026d
2026e
2026f
2026g
BENT 125
BENT 125
BENT 125
BENT 125
BENT 125
BENT 125
BENT 125
2026h
2026i
2026j
2026k
2026l
2026m
2026n
BENT 125
BENT 125
BENT 125
BENT 125
BENT 125
BENT 125
BENT 125
2026o
2026p
2026q
2026r
2026s
2026t
2026u
BENT 125
2026v
2026w 2971
3021
3071
3121
3171
3221
3271
3321
3371
3421
3459
3471
3496
3521
3534
3571
3609
3621
3671
770
795
820
845
870
895
920
945
970
1020
1039
1045
1058
1070
1077
1095
1114
1120
1133
1145
11523684
7.00
7.11
7.23
7.35
7.47
7.59
7.70
7.82
7.93
8.06
8.15
8.17
8.23
8.29
8.32
8.41
8.50
8.53
8.59
8.65
8.68
1.03
1.05
1.08
1.10
1.13
1.15
1.17
1.19
---
1.20
---
1.22
---
1.24
---
1.25
---
1.27
---
1.03
1.05
1.06
1.08
1.10
1.13
1.15
1.17
1.19
1.20
---
1.21
---
1.22
1.24
1.25
---
1.26
---
1.28
11703721 8.76 1.291.29
1.06
1.12
3646
BENT 125 3385 9958.04 1.18 1.18
1.12
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