SECTION 'B-B' SECTION 'C-C' ELEVATION DETAIL 'B ...NOTES: PLAN SCALE 1:40 ELEVATION SECTION 'B-B'...

(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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N

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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)(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 DESCRIPTION BY

H.P.


ER

EN

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P O O

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DRAWN BY:

REVIEWED BY:

L. LIEBRECHT


TSTM92d


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


132

1

≥ 32

700

75

75

BAR MK 2005

7575

75

247

247

247

BAR MK 2027

124

130


FOR FOOTING AND


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


FOR FOOTING AND

SCALE 1:40(SEE TSGR98d FOR DETAILS)

16 @ 400 SPACING = 6400

1

@

124

O/C

3

@

247

O/C


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 NOTE 11

SEE NOTE 11(20 LOCATIONS)MIN. 600 mm OVERLAP10M LONGITUDINAL BAR

N. JOYAL

AT 1075

BACK TRANSITION





NOTES:

PLANSCALE 1:40

ELEVATION



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


FOR FOOTING AND


DATE DESCRIPTION BY

H.P.


ER

EN

F

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N

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SSD

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FA

DRAWN BY:

REVIEWED BY:

L. LIEBRECHT


TSTM92d

1075

2785 (min) END ANCHOR

(END SECTION)TSGR98d

6800

A

A

SCALE 1:40

SECTION)(INTERIORTSGR98d

6800125

132

1

≥ 32


132

1

≥ 32

SEE NOTES 2, 3 & 9

256

172

172

SEE NOTE 10GRADE


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












172 172


FOR FOOTING AND


SEE NOTES 2 & 9

SEE NOTES 2, 3 & 9




CHAMFER20x20

CHAMFER20x20

CHAMFER20x20

N. JOYAL

AT 1075

BACK TRANSITION





NOTES:

PLANSCALE 1:40

ELEVATION



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


130


DATE DESCRIPTION BY

H.P.


ER

EN

F

PR

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N

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E

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ER

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SSD

P O O

N

NL

FA

DRAWN BY:

REVIEWED BY:

L. LIEBRECHT


TSTM92d

C

AND 1502BAR MK 1501

CBAR MK 2005



6800

A

AB

B

400

SCALE 1:40

SECTION)(INTERIORTSGR98d

6800

132

1

≥ 32


132

1

≥ 32


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


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

















(10 LOCATIONS)MIN. 600 mm OVERLAP10M LONGITUDINAL BARS



SEE NOTE 10GRADE


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


FOR FOOTING AND


247

247

247

124

247

247

247

124



75

N. JOYAL

AT 1075

BACK TRANSITION





NOTES:


DATE DESCRIPTION BY

H.P.


ER

EN

F

PR

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N

RE

E

E

E

ER

R

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SSD

P O O

N

NL

FA

DRAWN BY:

REVIEWED BY:

L. LIEBRECHT


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 NOTE 9BAR MK 2025



SEE NOTE 8

SEE NOTE 8

SCALE 1:5

SCALE 1:5

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


SHEET NO: 5 OF 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

















N. JOYAL

AT 1075

BACK TRANSITION





NOTES:


DATE DESCRIPTION BY

H.P.


ER

EN

F

PR

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N

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E

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ER

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SSD

P O O

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NL

FA

DRAWN BY:

REVIEWED BY:

L. LIEBRECHT


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)


(min)

1000 (min)1000 (min)

500


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)


(min)

1000 (min)1000 (min)

700


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


OPTION 1

SCALE 1:40

SECTION 'B-B'INTERIOR SECTION FOOTING

SCALE 1:40

SECTION 'B-B'END SECTION FOOTING





OPTION 2

OPTION 1

OPTION 2 OPTION 2

OPTION 1

OPTION 2

OPTION 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 NOTE 1











SEE NOTES 4 & 8BAR MK 1505SEE NOTES 4 & 8

BAR MK 1505













SHEET NO: 6 OF 10


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 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 FOOTING)TOP AND BOTTOMEQUALLY SPACED IN (12 LOCATIONS; 6 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





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.


ER

EN

F

PR

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N

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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


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



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)


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.


ER

EN

F

PR

OO

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ICE MANTBA

N

RE

E

E

E

ER

R

G

G

I

I

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SSD

P O O

N

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FA

NOTES:









REINFORCING STEEL.




DRAWN BY:

REVIEWED BY:

L. LIEBRECHT

DATE: 2020 - 08


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





BENT2023

2022 BENT

1375

350

1375

550

125

125

300

300

300

130

130

A

165

(mm)


MASS

kg

kg/m

(mm)

PIN DIAMETER

SEC.

END

SEC.

INTERIOR

300

REVISIONS

DATE DESCRIPTION BY

H.P.


ER

EN

F

PR

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ICE MANTBA

N

RE

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E

E

ER

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G

G

I

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SSD

P O O

N

NL

FA

NOTES:









REINFORCING STEEL.




DRAWN BY:

REVIEWED BY:

L. LIEBRECHT

DATE: 2020 - 08


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





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.


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:









REINFORCING STEEL.




DRAWN BY:

REVIEWED BY:

L. LIEBRECHT

DATE: 2020 - 08


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)


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





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

SECTION 'B-B' SECTION 'C-C' ELEVATION DETAIL 'B ...NOTES: PLAN SCALE 1:40 ELEVATION SECTION 'B-B'...

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Transcript of SECTION 'B-B' SECTION 'C-C' ELEVATION DETAIL 'B ...NOTES: PLAN SCALE 1:40 ELEVATION SECTION 'B-B'...