appendix b reference drawings - Alberta Ministry of Transportation

Alberta Infrastructure and Transportation Roadside Design Guide

November 2007

APPENDIX B REFERENCE DRAWINGS

APPENDIX B

COVER PAGE

Alberta Infrastructure and Transportation November 2007

Roadside Design Guide

THIS PAGE INTENTIONALLY LEFT BLANK

COVER PAGE

APPENDIX B


November 2007

Appendix B Reference Drawings TABLE OF CONTENTS Appendix

Title

B1

Alberta Weak Post and Strong Post W‐Beam Guardrail

B2

High Tension Cable System

B3

Weak Post Box Beam Guardrail

B4

Precast F‐Shape and NJ Shape Concrete Barriers

B5

Thrie Beam Guardrail

B6

Cast‐in‐Place or Extruded F‐Shape Concrete Barrier and Single Slope Concrete Barrier

B7

Miscellaneous Drawings

APPENDIX B-i

TABLE OF CONTENTS




TABLE OF CONTENTS

APPENDIX B-ii


November 2007

APPENDIX B1 ALBERTA WEAK POST AND STRONG POST W‐BEAM GUARDRAIL

APPENDIX B1

COVER PAGE




COVER PAGE

APPENDIX B1

Alberta Transportation Roadside Design Guide

March 2016

Appendix B1 Alberta Weak Post and Strong Post W-Beam Guardrail TABLE OF CONTENTS Dwg. No.

Drawing Title

Page Number

TEB 3.01

W-Beam Guardrail Hardware Wood Spacer Block and Post

H-APP-B1-1

TEB 3.02

W-Beam Guardrail Hardware Rail Detail

H-APP-B1-2

TEB 3.03

W- Beam Guardrail Hardware End Section – Wing

H-APP-B1-3

TEB 3.04

W-Beam Guardrail Hardware End Section – Buried

H-APP-B1-4

TEB 3.05

W-Beam Guardrail Hardware Terminal Connector

H-APP-B1-5

TEB 3.06

W-Beam Guardrail Hardware Bolt, Nut and Washer

H-APP-B1-6

TEB 3.09

Strong Post W-Beam Blocked-Out Guardrail

H-APP-B1-7

TEB 3.10 TEB 3.12 TEB 3.15a TEB 3.15b TEB 3.16a TEB 3.16b TEB 3.17a TEB 3.18a

W-Beam Guardrail Strong Post End Treatment Turn Down (1.9m Spacing – With blocks) W-Beam Guardrail Weak Post End Treatment Turn Down (3.8m Spacing – No Block) Typical W-Beam Strong Post or Modified Thrie Beam Guardrail Placement Roadside Hazards (Two and Four Lane Highways) Typical W-Beam Weak Post Guardrail Placement Roadside Hazards

H-APP-B1-8 H-APP-B1-9 H-APP-B1-10 H-APP-B1-11

Typical Strong Post W-Beam or Modified Thrie Beam Guardrail Placement at Bridge Approaches (Two-Lane Highway) Typical W-Beam Weak Post Guardrail Placement at Bridge Approaches (Two-Lane Highway) Typical Strong Post W-Beam or Modified Thrie Beam Guardrail Placement at Bridge Approaches (Four-Lane Divided Highway) Typical Strong Post W-Beam or Modified Thrie Beam Guardrail Placement for Median Hazards


TEB 3.53

W-Beam Guardrail Turn Down End Hardware

H-APP-B1-18

TEB3.56a

Weak Post W-Beam Installation on First Stage Paving Projects

H-APP-B1-19

RDG-B1.1 RDG-B1.2 RDG-B1.3

W-Beam Cable Anchor Terminal (Exit End Treatment for Divided Highways) Hardware Details for W-Beam and Thrie Beam Guardrail Cable Anchor Terminal Foundation Tube and Foundation Tube Soil Plate Details for W-Beam and Thrie Beam Cable Anchor Terminal

H-APP-B1-20 H-APP-B1-21 H-APP-B1-22

RDG-B1.4

W-Beam Strong Post TL-3 ET-Plus Extruder Energy Absorbing Terminal

H-APP-B1-23

RDG-B1.5

W-Beam Strong Post TL-3 FLEAT 350 Energy Absorbing Terminal

H-APP-B1-24

RDG-B1.6

W-Beam Strong Post TL-3 FLEAT-MT Energy Absorbing Terminal for Median Applications

H-APP-B1-25

APPENDIX B1-i

TABLE OF CONTENTS


March 2016

Appendix B1 Alberta Weak Post and Strong Post W-Beam Guardrail TABLE OF CONTENTS Dwg. No.

RDG-B1.7 RDG-B1.8 RDG-B1.9 RDG-B1.10 RDG-B1.11

Drawing Title

W-Beam Strong Post Median or Gore Area Termination TL-3 CAT 350 Terminal W-Beam Strong Post to Modified Thrie Beam Guardrail Transition at Roadside Structure Transition of Weak Post W-Beam Guardrail to Strong Post W-Beam Guardrail Strong Post W-Beam Guardrail for Mountable and Semi-Mountable Curb Typical Strong Post W-Beam Guardrail TL-3 End Treatment with Curb and Gutter Transition

Page Number

H-APP-B1-26 H-APP-B1-27 H-APP-B1-28 H-APP-B1-29 H-APP-B1-30

TEB 3.11a

Strong Post W-Beam Blocked Out Terminal End Treatment, Wing End

H-APP-B1-31

TEB 3.11b

Weak Post W-Beam Terminal End Treatment, Wing End

H-APP-B1-32

RDG-B1.12

Typical Material Widening for W-Beam and Thrie Beam Barrier Installations

H-APP-B1-33

TABLE OF CONTENTS

APPENDIX B1-ii

4

152

NUT 152X203 POST

WASHER 203 203

BOLT

3

152X203X360 SPACER BLOCK

4 2

PLAN 2

3810 1905

1905

GROUND LEVEL

ELEVATION

7

320

7

52 108

52 108

LAP IN DIRECTION OF ADJACENT TRAFFIC MOVEMENT (8 SPLICE BOLTS PER LAP) 4

5

6

FACE OF RAIL

POST BOLT

SLOTS 23 X 29 ONE SPLICE BOLT REQUIRED FOR EACH SLOT

REFLECTOR TO BE INSTALLED ON EVERY 6th POST. REFER TO DRAWING TEB 3.01 FOR REFLECTOR DETAILS

POST

SPACER BLOCK

EDGE OF PAVEMENT

89 mm LONG GALVANIZED NAIL

7

24

RAIL SPLICE DETAIL

550

203 4

Dimensions, revised. Galvanized nail and 360

7

notes 2 and 3 added Reflector Note Revised

6

4

S HOUL DE R

MIN. 10:1 SLOPE

NO R SL MA L OP E

PM

8 JUL 09

5

03/23/07

4

Reflector Note and Added Post Dimensions BK

08/11/06

2

0.6m

HC 11 MAR 2016

Reflector Note Revised (Include Type IX) BK

203

1830

2

706

180

3

3

Dimensions and Reflector Detail

BK

12/07/05

2

Notes and Dimensions

BK

12-04

REVISIONS

BY

06-95

1 No.

DATE

BACK FILL AND FIRMLY TAMPED

Approved:

2

Original signed by A.D. Cherwenuk

POST AND SPACER DETAILS

Executive Director, Technical Standards Branch

Transportation Date:

2

3

DECEMBER 11, 1992

7

NOTE: 1. THE STANDARD POST LENGTH FOR STRONG POST SYSTEM IS 1830mm (6'0"). OTHER POST LENGTHS MAY BE USED IF

STRONG POST W-BEAM

DIRECTED BY THE ENGINEER. 2. REFER TO DRAWING TEB 3.01 FOR SPACER BLOCK AND POST DETAILS

BLOCKED-OUT GUARDRAIL

3. 89 mm LONG GALVANIZED NAIL TO PREVENT BLOCK ROTATION

All dimensions are in millimetres unless otherwise indicated.

APPENDIX B1

Prepared

Checked

By: M.T

By: B.K

Scale: N.T.S.

Dwg No.:

TEB 3.09

H-APP-B1-7

...\Revisions_2013\teb3_015b.dgn 6/27/2013 1:26:30 PM

...\Revisions_2013\teb3_016b.dgn 6/27/2013 1:31:57 PM




H-APP-B1-14

APPENDIX B1



_____________________________________________________________________________________________________________________________________________________

THIS PAGE LEFT INTENTIONALLY BLANK

H-APP-B1-16

APPENDIX B1

C POST L

C POST L

C POST L LENGTH OF NEED

1905

76

1905

1905

TYPICAL STRONG POST SPACING

(TYP)

1 L 75 x 75 x 6 152 x 203 TREATED

ANGLE STRUT

WOOD POST (SEE NOTE 8)

19 DIA ANCHOR CABLE

1

152 x 203 WOOD POST

152 x 203 x 360 LONG

(TYP)

TREATED TIMBER SPACER (SEE NOTE 8)

WING END TERMINAL SECTION

BCT CABLE ANCHOR BRACKET

W-BEAM GUARDRAIL

TRAFFIC FLOW

SEE TEB 3.11a

WOOD, STEEL OR PLASTIC POSTS

PLAN

MAY BE USED

1080 LONG TREATED

(SEE NOTE 8)

1080 LONG TREATED

BREAKAWAY

4 -16 DIA SPLICE BOLTS

TIMBER POST

WITH NUTS

1

TIMBER POST

W-BEAM GUARDRAIL

C RAIL L

PLATE

L75 x 75 x 6

20 x 40 SLOTTED

ANGLE STRUT

HOLE IN ANGLE

75

BCT BEARING

M AX

550

BCT CABLE ANCHOR BRACKET

GROUND LINE

SCHEDULE PIPE SLEEVE

16 DIA x 250 LONG

INSIDE 64 DIA HOLE

BOLT, NUT AND WASHER 230

ON EACH SIDE

430

50 DIA x 150 STANDARD

BOTTOM OF WOOD POST

610 x 460 x 6 SOIL PLATE C/W 2 - 19 DIA x 240 LONG BOLT, NUT,

TREATED TIMBER

AND 2 HIGH STRENGTH WASHERS

POST

(TYP) FOUNDATION TUBE

1525 LONG

1525 LONG

FOUNDATION TUBE

ELEVATION

NOTES: 1.

1

THIS END TREATMENT IS ACCEPTABLE FOR USE ON THE LEAVING END OF DIVIDED ROADWAYS ONLY. USE IN MEDIAN APPLICATIONS ARE LIMITED TO

2

INSTALLATIONS OUTSIDE THE CLEAR ZONE OF OPPOSING TRAFFIC. 2.

POSTS ARE TO BE SET BY INSTRUMENT FOR ALIGNMENT AND GRADE.

3.

BCT CABLE ANCHOR HARDWARE SHALL CONFORM TO AASHTO TASK FORCE 13

4.

LAP ALL GUARDRAIL SECTIONS IN THE DIRECTION OF TRAFFIC FLOW.

REPORT "A GUIDE TO STANDARDIZED HIGHWAY BARRIER HARDWARE."

5.

ALL REQUIRED FITTINGS AND HARDWARE SHALL BE GALVANIZED.

6.

CABLE ANCHOR SHALL BE TIGHTENED DURING INSTALLATION

7.

REFER TO RGD-B1.2 AND RDG-B1.3 FOR STANDARD HARDWARE DETAILS.

8.

TYPICAL STRONG POST SYSTEM CAN BE WOOD, STEEL OR PLASTIC POST WITH

NOTE 8 ADDED

1 No.

HC 11 MAR 2016 BY

REVISIONS

DATE

Approved:

TO TAKE OUT ANY SLACK.

Moh Lali

WOOD SPACER BLOCK. REFER TO STANDARD DRAWING TEB 3.01 FOR POST DETAILS.

For Executive Director, Technical Standards Branch

INFRASTRUCTURE AND TRANSPORTATION

Date:

NOVEMBER, 2007

W-BEAM CABLE ANCHOR TERMINAL (EXIT END TREATMENT FOR DIVIDED HIGHWAYS) ALL DIMENSIONS ARE IN MILLIMETRES UNLESS OTHERWISE INDICATED.

H-APP-B1-20

Prepared

Checked

Scale:

By: MO

By: WS

N.T.S.

Dwg No.:

RDG-B1.1

APPENDIX B1

POST1 C L EM RUDERSYST USEXT PL ET

POST6 C L

5 0 9 1

5 0 9 1

STRONG POST GUARDRAIL

SIDE SLOPE TRANSITION

POST3 C L

5 0 9 1 SI TESPECI FI C

5 0 9 1

STANDARD W-BEAM

POST5 C L

POST4 C L

POST2 C L

5 0 9 1

3 000 MINIMUM

5 0 9 1

SI DE SLOPE

POST7 C L

6 1

CABLE ANCHOR

GROUND LINE

BRACKET

STRUT

CABLE

GUIDERAIL EXIT SLOT TO BE

ASSEMBLY

POINTED AWAY FROM TRAFFIC

10H ( MI N):1V

(600 MIN OFFSET FROM BACK OF POSTS)

ET-PLUS IMPACT HEAD W - BEAM GUARDRAIL

INSTALL GUARDRAIL PARALLEL TO EDGE OF

1

SHOULDER. WHEN FLARE IS REQUIRED BY

C L POST 7

C L POST 6

EDGE OF FINISHED PAVEMENT

EXTRUDER TERMINAL PLAN

ENGINEER A 25:1 OR FLATTER FLARE IS ALLOWED

C L POST 5

C L POST 4

TRAFFIC FLOW

C L POST 3

C L POST 1

C L POST 2 DO NOT BOLT W-BEAM

SPLICE (TYP)

ET-PLUS IMPACT HEAD

GUARDRAIL AT POST 1

W - BEAM GUARDRAIL

550

C RAIL L TOP OF FINISHED ROADWAY AT EDGE OF PAVEMENT

2

REFER TO THE MANUFACTURER FOR

EXTRUDER TERMINAL ELEVATION

THE LATEST DRAWINGS AND SPECIFICATIONS

NOTES:

C POST 1 L BREAKAWAY TREATED

1.

TIMBER POST

THE ET PLUS EXTRUDER SYSTEM DEPICTED ON THIS DRAWING IS PROPRIETARY TO TRINITY INDUSTRIES, INC. AND MEETS THE

W-BEAM GUARDRAIL C/W BOLT, HEX NUT AND WASHER (TYP)

REQUIREMENTS OF NCHRP REPORT 350 FOR TEST LEVEL 3 (TL-3).

BREAKAWAY

THE INSTALLATION OF THIS SYSTEM SHALL BE AS PER THE TRINITY

TREATED TIMBER POST

152 x 203 x 1830 LONG PIPE SLEEVE

2.

(SEE NOTE 4)

INSERTED INTO

19 DIA x 240

POST

HIGH STRENGTH CABLE BEARING

GROUND LINE

PLATE

64 DIA BREAK AWAY

CABLE END FITTING

SIDE SLOPE

WITH HEX NUT

(TYP.)

THIS DRAWING SHOWS THE INSTALLATION OF THE RIGHT SHOULDER EXTRUDER TERMINAL IS INVERTED FOR

HC

11 MAR 2016

1

REVISED FLARE NOTE

PM

2 JUL 13

BY

DATE

No.

REVISIONS

UNIDIRECTIONAL TRAFFIC.

(TYP)

3.

10 (MIN) :1

HOLE

STRUT

REFER TO MANUFACTURER NOTE ADDED

SHOULDER EXTRUDER TERMINAL. INSTALLATION OF THE LEFT

600 MIN

BOLT

2

INSTALLATION INSTRUCTIONS MANUAL.

TREATED TIMBER POST

Approved:

RAIL SECTIONS ARE TO BE LAPPED IN THE DIRECTION OF TRAFFIC FLOW.

SITE SPECIFIC SIDE SLOPE


4.

ALTERNATE POST SIZES AND TYPES FOR POSTS 1 TO 7 INCLUSIVE MAY BE USED AS SPECIFIED IN THE TRINITY INSTALLATION

AND WASHER

Allan Kwan

INSTRUCTIONS MANUAL.

(TYP EACH END) 5. HEX HEAD BOLT C/W

BOTTOM OF

SOIL BEARING PLATE

19 DIA x 240 LONG

C/W BOLTS, NUTS AND

HEX HEAD BOLT WITH

WASHERS

2 HIGH STRENGTH WASHERS (TYP x 2)

MUST BE MAINTAINED STRAIGHT OVER THE LENGTH OF THE

90 DIA BREAKAWAY

2 WASHERS (TYP)

WOOD POST

SYSTEM. REFER TO THE TRINITY INSTALLATION INSTRUCTIONS

HOLES

TO ENSURE PROPER DELINEATION, REFLECTIVE SHEETING ON THE

TRANSPORTATION

Date: NOVEMBER, 2007

FRONT FACE OF THE EXTRUDER HEAD SHALL BE PROVIDED AS PART OF THE INSTALLED SYSTEM.

SOIL BEARING PLATE C/W 7.

ALL FITTINGS AND HARDWARE SHALL BE GALVANIZED.

8.

POST 3 MARKS THE BEGINNING OF THE CALCULATED LENGTH OF

W-BEAM STRONG POST

NEED. 9.

STEEL

A MAXIMUM FLARE RATE OF 25 TO 1 IS ACCEPTABLE TO OFFSET THE IMPACT HEAD AWAY FROM EDGE OF SHOULDER.

FOUNDATION TUBE (SEE NOTE 4)

10. POSTS SHALL BE SET BY INSTRUMENT FOR ALIGNMENT AND GRADE. 11. TOP OF FOUNDATION TUBES SHALL BE SET BETWEEN 64 AND 76 ABOVE

POST 1 ELEVATION

INFRASTRUCTURE AND

OFFSETS.

STEEL (SEE NOTE 4)


MANUAL FOR LIMITATIONS, INCLUDING MAXIMUM TERMINAL

6.

BOLTS, NUTS AND WASHERS

FOUNDATION TUBE

FOR INSTALLATION ON A CURVE, THE ET PLUS EXTRUDER SYSTEM

POST 2 SECTION

DO NOT BOLT W-BEAM

POSTS 3, 4, 5, 6 AND 7 SECTION

THE TOP OF PAVED SHOULDER EDGE AND SHALL NOT PROJECT MORE

TL-3 ET-PLUS EXTRUDER ENERGY ABSORBING TERMINAL

THAN 100 ABOVE THE FINISHED SIDE SLOPE GRADE AT POST.

GUARDRAIL TO POST 1

POST DETAILS ALL DIMENSIONS ARE IN MILLIMETRES UNLESS OTHERWISE INDICATED.

APPENDIX B1

Prepared

Checked

Scale:

By: MO

By: WS

N.T.S.

Dwg No.:

RDG-B1.4 H-APP-B1-23

OST1 C LP

OST2 C LP

EM NALSYST ERMI 0T 5 EAT3 L F 4 T S O P C L

OST7 C LP

OST5 C LP

STANDARD W-BEAM STRONG POST

OST6 C LP

GUARDRAIL SPACING

OST3 C LP

5 0 9 1

5 0 9 1

5 0 9 1

5 0 9 1

5 0 9 1

3 000 MINIMUM

5 0 9 1

1 SI DE SLOPE

(600 MIN OFFSET FROM

CABLE ASSEMBLY

STRUT

FLEAT IMPACT HEAD W - BEAM GUARDRAIL

FLEAT-350 PLAN

C L POST 7

C L POST 6

C L POST 5

TRAFFIC FLOW


C L POST 4

C L POST 3

10H ( MI N):1V

GROUND LINE

BRACKET

VARI ES

CABLE ANCHOR

760 -1220

10H ( MI N):1V

BACK FACE OF POSTS)

10H ( MI N):1V

SI TE SPECI FI C

6 SIDE SLOPE TRANSITION

C L POST 2

C L POST 1 FLEAT IMPACT HEAD

W - BEAM GUARDRAIL

SPLICE (TYP)

DO NOT BOLT W-BEAM

DO NOT BOLT W-BEAM

GUARDRAIL AT POST 3

GUARDRAIL AT POST 1

550

C LRAIL GROUND LINE STRUT

TOP OF FINISHED ROADWAY AT EDGE OF PAVEMENT

1

FLEAT-350 ELEVATION

REFER TO THE MANUFACTURER FOR THE LATEST DRAWINGS AND SPECIFICATIONS

NOTES:

C POST 1 L BREAK AWAY TREATED TIMBER POST TREATED TIMBER

TREATED TIMBER POST

SPACER

152 x 203 x 1830 LONG

1. THE FLEAT 350 SYSTEM DEPICTED ON THIS DRAWING IS PROPRIETARY TO ROAD SYSTEMS INC (RSI) AND

BREAKAWAY

MEETS THE REQUIREMENTS OF NCHRP REPORT 350

TREATED TIMBER W-BEAM GUARDRAIL C/W BOLT, NUT AND PIPE SLEEVE

SYSTEM SHALL BE AS PER THE RSI INSTALLATION MANUAL.

W-BEAM GUARDRAIL SIDE SLOPE VARIES TO ACCOMODATE PROJECTION OF FOUNDATION TUBE (TYP) (SEE NOTE 4)

WASHER

INSERTED INTO POST 64 DIA BREAK AWAY HOLE CABLE BEARING PLATE

GROUND LINE

FOR TEST LEVEL 3 (TL-3). THE INSTALLATION OF THIS

POST C/W BOLT, NUT AND WASHER

2.THIS DRAWING SHOWS THE INSTALLATION OF THE RIGHT

2


1

INSTALLATIONS, SUCH AS FOR UNIDIRECTIONAL TRAFFIC

(TYP)

No.

REVISIONS

TERMINAL SHOWN IS INVERTED. SITE SPECIFIC SIDE SLOPE


HEX NUT AND WASHER

11 MAR 2016

BY

DATE

OR DIVIDED HIGHWAYS WITH WIDE MEDIANS, THE EXTRUDER

STRUT CABLE END FITTING C/W

HC

SHOULDER EXTRUDER TERMINAL. FOR LEFT SHOULDER

600 MIN

Approved:

3.RAIL SECTIONS ARE TO BE LAPPED IN THE DIRECTION OF TRAFFIC FLOW.

(TYP EACH END)

4.TOP OF FOUNDATION TUBES SHALL BE SET BETWEEN

Allan Kwan

64 AND 76 ABOVE THE TOP OF PAVED SHOULDER EDGE BOTTOM OF WOOD POST

HEX HEAD BOLT C/W

90 DIA BREAKAWAY

2 WASHERS (TYP)

HOLES

AND SHALL NOT PROJECT MORE THAN 100 ABOVE THE FINISHED SIDE SLOPE GRADE AT POST. 5.FOR POSTS 1 AND 2, THE FOLLOWING FOUNDATION TUBES


MAY BE USED: SOIL BEARING PLATE


a. 1830 LONG SPLIT OR SOLID FOUNDATION TUBES

C/W BOLTS, NUTS

19 DIA x 240 LONG

AND WASHERS

HEX HEAD BOLT WITH

WITHOUT SOIL BEARING PLATES.

2 HIGH STRENGTH WASHERS

SOIL BEARING PLATE C/W

(TYP x 2)


b. 1524 LONG SOLID OR 1370 LONG SOLID FOUNDATION

Date:

NOVEMBER, 2007

TUBES WITH SOIL BEARING PLATES. 6.TO ENSURE PROPER DELINEATION, REFLECTIVE SHEETING ON THE FRONT FACE OF THE FLEAT 350 HEAD SHALL BE

STEEL FOUNDATION TUBE (SEE NOTE 5)

PROVIDED AS PART OF THE INSTALLED SYSTEM. STEEL FOUNDATION TUBE

W-BEAM STRONG POST

7.POST 3 MARKS THE BEGINNING OF THE CALCULATED

(SEE NOTE 5)

LENGTH OF NEED. 8.ALL FITTINGS AND HARDWARE SHALL BE GALVANIZED.

POST

1 ELEVATION

POST 2 SECTION

AND GRADE.

ENERGY ABSORBING TERMINAL


H-APP-B1-24

TL-3 FLEAT 350

9. POSTS SHALL BE SET BY INSTRUMENT FOR ALIGNMENT

(DO NOT BOLT W-BEAM GUARDRAIL TO POST 3)

DO NOT BOLT W-BEAM GUARDRAIL TO POST 1

POSTS 3, 4, 5, 6, AND 7 SECTION

Prepared

Checked

Scale:

By: MO

By: WS

N.T.S.

Dwg No.:

RDG-B1.5

APPENDIX B1

CPOST L 1

1 9 0 5

CPOST L 2

1 9 0 5

C LPOST 4

C LPOST 5

1905

C LPOST 6

1905

MEDIAN GUARDRAIL

SIDE SLOPE TRANSITION

CABLE ASSEMBLY

FLEAT-MT IMPACT HEAD

SHORT 1905

6 GROUND LINE

CABLE ANCHOR

STRUT

BRACKET

CABLE ANCHOR

W - BEAM

W - BEAM

BRACKET

GUARDRAIL

GUARDRAIL

1

REFER TO THE MANUFACTURER FOR W - BEAM

THE LATEST DRAWINGS AND SPECIFICATIONS

GUARDRAIL 610

10H ( MI N):1V

STANDARD W - BEAM STRONG POST

1905

600

1

SEE NOTE 2

WI DE M EDI AN

3 000 MIN

C LPOST 7

FLEAT MT TERMINAL SYSTEM

CPOST L 3

SI DE SLOPE

SI TE SPECI FI C

1 9 0 5

CABLE ASSEMBLY

FLEAT-MT IMPACT HEAD

W - BEAM EDGE OF FINISHED PAVEMENT

NOTES:

GUARDRAIL

FLEAT-MT TERMINAL PLAN

TRAFFIC FLOW

1.

THE FLEAT MT SYSTEM DEPICTED ON THIS DRAWING IS PROPRIETARY TO ROAD SYSTEMS, INC (RSI) AND MEETS THE

FOR WIDE MEDIANS ONLY

REQUIREMENTS OF NCHRP REPORT 350 FOR TEST LEVEL 3 (TL-3). THE INSTALLATION OF THIS SYSTEM SHALL BE AS PER THE RSI INSTALLATION MANUAL.

C L POST 2

C L POST 1

C L POST 3

C L POST 4

C L POST 5

DO NOT BOLT W-BEAM

C L POST 6

C L POST 7

2.

APPLICATION OF THIS SYSTEM SHALL ONLY BE USED FOR WIDE MEDIANS SUCH THAT THE INSTALLED SYSTEM CAN BE

SPLICE (TYP)

PHYSICALLY LOCATED OUTSIDE THE CLEAR ZONE FOR THE

GUARDRAIL AT POST 1

OPPOSING TRAFFIC.

TOP OF FINISHED ROADWAY

550

C RAIL L

3.


4.

TOP OF FOUNDATION TUBES SHALL BE SET BETWEEN 64 AND 76 ABOVE TOP OF PAVED SHOULDER EDGE AND SHALL NOT

AT EDGE OF PAVEMENT

PROJECT MORE THAN 100 ABOVE THE FINISHED SIDE SLOPE GRADE AT POST. 5.

FOR POSTS 1, 2 AND 4 THE FOLLOWING FOUNDATION TUBES MAY BE USED: a. 1830 LONG SPLIT OR SOLID FOUNDATION TUBES WITHOUT SOIL BEARING PLATES. b. 1524 LONG SOLID OR 1370 LONG SOLID FOUNDATION TUBES WITH SOIL BEARING PLATES.

6.

FOR POSTS 3, 5, 6 AND 7, PLUG WELDED STEEL BREAKAWAY POSTS MAY BE USED IN LIEU OF TREATED TIMBER POSTS AS PER RSI GUIDELINES, PROVIDED THAT THE APPROPRIATE INSTALLATION HARDWARE IS USED TO MAINTAIN COMPLIANCE WITH TL-3.

FLEAT-MT TERMINAL ELEVATION

7.

TO ENSURE PROPER DELINEATION, REFLECTIVE SHEETING OBJECT MARKER ON THE FRONT FACE OF THE FLEAT MT HEAD SHALL BE PROVIDED AS PART OF THE INSTALLED SYSTEM.

C POST 1 L BREAKAWAY

BREAKAWAY

DO NOT ATTACH W-BEAM

152 x 203 x 1830 LONG (TYP)

GUARDRAIL TO POST 4

8.

OF NEED. 9.

TREATED TIMBER POST

POST W-BEAM GUARDRAIL

TREATED TIMBER

CRT TREATED TIMBER POST

SPACER (TYP)

152 x 203 x 1830 LONG

POST 3 MARKS THE BEGINNING OF THE CALCULATED LENGTH

FLEAT IMPACT HEAD

ON THIS SIDE ONLY

TREATED TIMBER

TREATED TIMBER POST

TREATED TIMBER POST


10. POSTS SHALL BE SET BY INSTRUMENT FOR ALIGNMENT AND GRADE.

152 x 203 x 1830 LONG

C/W BOLT, NUT AND WASHER

W-BEAM GUARDRAIL

2 W-BEAM GUARDRAIL

PIPE SLEEVE

C/W BOLT, HEX NUT

INSERTED INTO POST 1

64 DIA BREAK AWAY HOLE

CABLE BEARING

GROUND LINE

PLATE

STRUT

CABLE END FITTING


1

HC

11 MAR 2016

BY

DATE

AND WASHER SIDE SLOPE VARIES TO ACCOMODATE PROJECTION OF FOUNDATION TUBE (TYP) (SEE NOTE 4)

No.

REVISIONS

64 DIA BREAK AWAY HOLE

Approved: 10 (MIN) : 1 SIDE SLOPE

WITH HEX NUT AND WASHER (TYP EACH END)

Allan Kwan

HEX HEAD BOLT C/W 2 WASHERS

BOTTOM OF

(TYP)

WOOD POST 19 DIA x 240 LONG


HEX HEAD BOLT WITH


90 DIA BREAKAWAY

90 DIA BREAKAWAY

HOLE (TYP)

HOLE (TYP)





STEEL

STEEL

STEEL

FOUNDATION TUBE

FOUNDATION TUBE

FOUNDATION TUBE

(SEE NOTES 4 AND 5)

(SEE NOTES 4 AND 5)

(SEE NOTES 4 AND 5)

POST 1 ELEVATION DO NOT BOLT W-BEAM GUARDRAIL TO POST 1

POST 2 SECTION

POST 3 SECTION

POST 4 SECTION

Date:

NOVEMBER, 2007

W-BEAM STRONG POST

POSTS 5, 6, AND 7 SECTION

DO NOT BOLT W-BEAM GUARDRAIL TO POST 3

TL-3 FLEAT MT ENERGY ABSORBING TERMINAL FOR MEDIAN APPLICATIONS


APPENDIX B1


2 HIGH STRENGTH WASHERS (TYP x 2)


Prepared

Checked

Scale:

By:MO

By: WS

N.T.S.

Dwg No.:


C POST 6 L CAT-350 TERMINAL CRASH CUSHION

TRAFFIC FLOW

W-BEAM STRONG POST MEDIAN GUARDRAIL SYSTEM

END TREATMENT

C POST 1 L

C POST 2 L

C POST 3 L

C POST 4 L

1905

1905

(FOR TRANSITION TO CONCRETE MEDIAN BARRIER SEE DRAWING RDG-B6.12)

C POST 5 L

1905

C POST 7 L

1905

1905

C POST 8 L

1905

1905 (SEE NOTE 7)

SLEEVE CHANNEL STRUT RESTRAINING SPACER

POST PLATES

ROD

CHANNEL

RESTRAINING ROD

KNOCK-OUT BLOCK

2.7 SLOTTED GUARDRAIL

TRAFFIC FLOW

CAT-350 TERMINAL

C POST 1 L

C POST 2 L

SIDE PLATE

CABLE ANCHOR REQUIRED ONLY

3.4 SLOTTED GUARDRAIL

CAT-350 TERMINAL PLAN

(TYP BOTH SIDES)

C POST 3 L

FOR SHOULDER APPLICATIONS.

(TYP BOTH SIDES)

C POST 4 L

(SEE NOTE 7)

C POST 5 L

C POST 6 L

C POST 7 L

C POST 8 L

NOSE

550

C LRAIL


CABLE ANCHOR

AT EDGE OF PAVEMENT

CHANNEL STRUT

NOTES: 1.

THE CAT-350 SYSTEM DEPICTED ON THIS DRAWING IS PROPRIETARY TO TRINITY INDUSTRIES, INC AND MEETS THE REQUIREMENTS OF NCHRP REPORT 350 FOR TEST LEVEL 3 (TL-3). THE INSTALLATION OF THIS SYSTEM SHALL BE AS PER THE TRINITY INSTALLATION INSTRUCTIONS MANUAL.

2.

SUBSTITUTION OF PARTS (POSTS, FOUNDATION TUBES AND CHANNEL STRUT) SHOWN ON THIS DRAWING IS PERMITTED WITH OTHER APPROVED CAT SYSTEM PARTS AS SPECIFIED IN THE TRINITY INSTALLATION INSTRUCTIONS MANUAL, PROVIDED THAT THE APPROPRIATE INSTALLATION HARDWARE IS USED TO MAINTAIN COMPLIANCE WITH TL-3.

CAT-350 TERMINAL ELEVATION

1

3.

MAXIMUM PROJECTION OF FOUNDATION TUBE ABOVE FINISHED GRADE SHALL NOT EXCEED 100.

4.

CAT RAIL SPLICE BOLTS SHALL BE USED AT POSTS 4 AND 6 TO ENSURE PROPER PERFORMANCE OF THE SYSTEM DURING IMPACT. THESE BOLTS ARE DESIGNED TO ALLOW TELESCOPING ACTION OF RAIL SLIDING ON RAIL.

REFER TO THE MANUFACTURER FOR THE LATEST DRAWINGS AND SPECIFICATIONS

5.


6.

DO NOT ATTACH RAIL ELEMENTS TO POSTS 3, 5 AND 6.

7.

A 3810 LONG CAT-350 TAIL-END SECTION SHALL BE PROVIDED FROM POST 6 TO POST 8 WHEN LESS THAN 11 430 OF W-BEAM MEDIAN GUARDRAIL IS INSTALLED BEYOND POST 6. FOR SHOULDER APPLICATIONS WHEN TRANSITIONING THE CAT-350 TERMINAL TO A SINGLE SIDED

TREATED TIMBER

NOTCHED BREAKAWAY

BREAKAWAY TREATED

TREATED TIMBER POST

TIMBER POST (TYP)

W-BEAM GUARDRAIL, A CABLE ATTACHMENT AND ANCHORAGE ASSEMBLY IS REQUIRED BETWEEN POSTS 6 AND 7. DETAILS FOR BOTH TYPES OF TRANSITIONS MAY BE OBTAINED FROM

POST PLATE

KNOCKOUT BLOCK

TRINITY.

KNOCKOUT

BENT PLATE SLEEVE

SPACER (TYP)

BOLTS AND NUTS WITH 2 RECTANGULAR WASHERS

SPLICE BOLTS, NUTS,

BOLTS, NUTS

SPLICE BOLTS, NUTS

AND WASHERS

AND WASHERS,

AND WASHERS

(TYP)

(TYP)

(TYP)

BLOCK

8.


9.

POST 4 MARKS THE BEGINNING OF THE CALCULATED LENGTH OF NEED.

10. TO ENSURE PROPER DELINEATION, REFLECTIVE SHEETING SHALL BE PLACE ON THE NOSE AND SHALL BE PROVIDED AS PART OF THE INSTALLED SYSTEM.

2 CABLE BEARING

PIPE INSERTED

PLATE

BREAKAWAY

IN POST

HEX HEAD BOLT

PIPE INSERTED

WITH 2 WASHERS

IN POST


1

BACKING PLATE

HOLE (TYP)

HC

11 MAR 2016

BY

DATE

WELDED TO GUARDRAIL

CHANNEL

No.

(BOTH SIDES)

STRUT

REVISIONS

(TYP)

Approved:

Allan Kwan


SOIL BEARING PLATE

INFRASTRUCTURE AND

C/W BOLTS, NUTS AND

TRANSPORTATION

WASHERS (TYP)

Date:

NOVEMBER, 2007

STEEL FOUNDATION (TYP)

W-BEAM STRONG POST POST 1

POST 2

POSTS 3 AND 5

POST 4

MEDIAN OR GORE AREA

POST 6

TERMINATION POST DETAILS

TL-3 CAT 350 TERMINAL ALL DIMENSIONS ARE IN MILLIMETRES UNLESS OTHERWISE INDICATED.

H-APP-B1-26

Prepared

Checked

Scale:

By:MO

By: WS

N.T.S.

Dwg No.:

RDG-B1.7

APPENDIX B1

C L POST CENTRE FOR LENGTH OF HAZARD

C L POST 953

C L POST

C L POST

C L POST 1905

953

953

POSTS AT 1905 ON CENTRE (LENGTH OF NEED OF W-BEAM STRONG POST

HAZARD

SIDE SLOPE TRANSITION (600 MIN OFFSET FROM BACK FACE OF MODIFIED THRIE BEAM POSTS)

10H ( MI N):1V

= 600 MIN

AS DETERMINED BY THE CONSULTANT) SI DE SLOPE

AS DETERMINED BY THE CONSULTANT

C L POST 953

SI TE SPECI FI C

POSITION POSTS AT 1905 ON

HAZARD

C L POST 4 SPACES AT 1 905 = 7 620

LENGTH OF GUARDRAIL

W - BEAM GUARDRAIL

THRIE BEAM GUARDRAIL


PLAN

C L POST

ROADSIDE

C L POST

STRUCTURE

C L POST

MODIFIED THRIE BEAM GUARDRAIL

TRANSITION

HEIGHT TRANSITIONING FROM 550 TO 610

(SEE DRAWING RDG-B5.5)

(SEE DRAWING RDG-B5.5 FOR DETAILS) 1905 (TYP)

C L POST 953

C L POST

C L POST 1905

953

C L POST

C L POST 1905 (TYP)

1905 (TYP)

A HAZARD

HAZARD

-

W-BEAM STRONG POST GUARDRAIL

B

1 LAYER OF 2.7 THICK

1 LAYER 2.7 THICK


SPLICE

BACK-UP PLATE

(TYP)

(TYP)

(TYP)

-

W - THRIE BEAM TRANSITION SECTION

W - BEAM GUARDRAIL

C THRIE BEAM L 550

610

C L W-BEAM


610

550

AT EDGE OF PAVEMENT

ELEVATION

(SEE NOTE 8)

M360 x 25.6 STEEL OFFSET BLOCK REFLECTIVE TAB

152 x 203 x 360 LONG

(SEE NOTE 7)

TREATED TIMBER

180

25

REFLECTIVE TAB

SPACER

EDGE OF SHOULDER

W - BEAM GUARDRAIL

1 2

1. FOR GENERAL LAYOUT REFER TO TEB DRAWINGS 3.15a AND 3.18. 2. WHERE GUARDRAIL IS ADJACENT TO CURB, HEIGHT OF RAIL SHALL BE MEASURED

600 MIN

a.VERTICALLY AT FACE OF GUARDRAIL WHEN FACE OF GUARDRAIL IS MORE THAN

10 (MIN) : 1 SIDE SLOPE


No.

REVISIONS

BY

DATE

Approved:

b.VERTICALLY AT GUTTER LINE WHEN FACE OF GUARDRAIL IS 300 OR LESS BEYOND SITE SPECIFIC SIDE SLOPE

GUTTER LINE. 3. POSTS SHALL BE SET BY INSTRUMENT FOR ALIGNMENT AND GRADE, WITH TOP PARALLEL TO PAVEMENT GRADE. 4. THE ACCEPTABLE TOLERANCE FOR HEIGHT OF GUARDRAIL AT TIME OF

1100

RECENT SPECIFICATIONS. 1170

8 JUL 09

300 BEYOND GUTTER LINE.

CONSTRUCTION OR MAINTENANCE SHALL BE IN ACCORDANCE WITH THE MOST

5. LAP ALL JOINTS IN THE DIRECTION OF TRAFFIC FLOW. 6. ALL FITTINGS AND HARDWARE REQUIRED SHALL BE GALVANIZED. 7. FASTEN REFLECTOR TO TOP OF EVERY SIXTH GUARDRAIL STRONG POST SPACER BY MECHANICAL MEANS SUCH AS NAILING OR STAPLING. ADHESIVES ALONE WILL NOT BE ACCEPTED. REFER TO DRAWING TEB 3.01 FOR REFLECTOR DETAILS. 8. FASTEN REFLECTOR TO TOP OF EVERY SIXTH GUARDRAIL STEEL OFFSET BLOCK WITH APPROVED ADHESIVE. REFER TO DRAWING TEB 3.01 FOR REFLECTOR DETAILS. 9. THIS TRANSITION SATISFIES NCHRP REPORT 350 REQUIREMENTS FOR TEST LEVEL 3 (TL3).

SECTION A

SECTION B

( FOR DETAILS SEE TEB DRAWING 3.70)

(FOR DETAILS SEE TEB DRAWING 3.09 )


APPENDIX B1

PM

NOTES 7 AND 8 REVISED

1

AS FOLLOWS:

(TYP) EDGE OF SHOULDER

1830


NOTES:

152 x 203 TREATED TIMBER POST

550

730

610

890

W150 x 13.5 STEEL POST THRIE BEAM GUARDRAIL WITH BACK-UP PLATE

Allan Kwan

D E D6 0 E 1 1 0 . S 2 POST 5 W-BEAM STRONG RCH G-B E TO MODIFIED THRIE BEAM P AR RD GUARDRAIL AT U 1 M rtTRANSITION o S 1 ROADSIDE e STRUCTURE f Executive Director, Technical Standards Branch

Transportation

Date:

NOVEMBER, 2007

Re

Prepared

Checked

Scale:

By: MO

By: WS

N.T.S.

Dwg No.:


C POST L

C POST L

C POST L

1 905

C POST L

1 905

C POST L

SI TE SPECI FI C SI DE SLOPE

1 905

1 905

STRONG POST

WEAK POST

W-BEAM GUARDRAIL

W-BEAM GUARDRAIL

C POST L

C POST L

1 905

3 810

SIDE SLOPE TRANSITION (600 MIN OFFSET FROM

10H ( MI N):1V

BACK FACE OF POSTS)

152 x 203 TREATED TIMBER POST 152 x 203 152 x 203 x 360 LONG

TREATED TIMBER POST

TREATED TIMBER SPACER

W-BEAM GUARDRAIL

TRAFFIC FLOW

TRANSITION PLAN

REFER TO DRAWING TEB 3.01 FOR REFLECTOR DETAILS. WOOD, STEEL OR PLASTIC POSTS MAY BE USED C L POST

(SEE NOTE 6) 2

C POST L

B

C POST L

C POST L

SPLICE (TYP)

C POST L

STRONG POST

WEAK POST

W-BEAM GUARDRAIL

W-BEAM GUARDRAIL

-

A

C POST L

C POST L

W - BEAM GUARDRAIL

540

C L W-BEAM TOP OF FINISHED ROADWAY AT EDGE OF PAVEMENT

TRANSITION ELEVATION

REFLECTOR TAB SEE NOTE 3

REFLECTOR TAB SEE NOTE 3

GENERAL NOTES:

152 x 203 x 360 LONG TREATED TIMBER SPACER

1

2

1. LAP ALL JOINTS IN THE DIRECTION OF TRAFFIC. 2. THE ACCEPTABLE TOLERANCE FOR HEIGHT OF

2

152 x 203 TREATED

152 x 203 TREATED

TIMBER POST

TIMBER POST

GUARDRAIL AT TIME OF CONSTRUCTION OR MAINTENANCE SHALL BE IN ACCORDANCE WITH THE MOST RECENT SPECIFICATIONS. 3. REFLECTOR TO BE INSTALLED ON EVERY 3RD POST AND

600 MIN (TYP)

1 520

EDGE OF SHOULDER

W - BEAM GUARDRAIL

6TH POST FOR WEAK POST AND STRONG POST RESPECTIVELY 600 MIN

4.POSTS SHALL BE SET BY INSTRUMENT FOR

NOTE 3 REVISED NOTE 6 ADDED

HC

11 MAR 2016

1

NOTE 3 REVISED

PM

8 JUL 09

BY

DATE

ALIGNMENT AND GRADE. EDGE OF SHOULDER


2

REFER TO DRAWING TEB 3.01 FOR REFLECTOR DETAILS.

(TYP)

540

720

W - BEAM GUARDRAIL 540

720

(SEE NOTE 6)

5. ALL FITTINGS AND HARDWARE REQUIRED 10 (MIN) : 1 SIDE SLOPE


No.

REVISIONS

SHALL BE GALVANIZED. SITE SPECIFIC SIDE SLOPE

Approved:

6. TYPICAL STRONG POST SYSTEM CAN BE WOOD, STEEL OR

1 830

PLASTIC POST WITH WOOD SPACER BLOCK. REFER TO STANDARD DRAWING TEB 3.01 FOR POST DETAILS.

790

Allan Kwan

1 100


Transportation Date:

NOVEMBER, 2007

TRANSITION OF WEAK POST SECTION A

W-BEAM GUARDRAIL TO STRONG POST

SECTION B

W-BEAM GUARDRAIL ALL DIMENSIONS ARE IN MILLIMETRES UNLESS OTHERWISE INDICATED.

H-APP-B1-28

Prepared

Checked

By:NSP

By: WS

Scale:

Dwg No.:

RDG-B1.9

APPENDIX B1


October 2016

APPENDIX B2 HIGH TENSION CABLE SYSTEM

APPENDIX B2

COVER PAGE

Alberta Transportation October 2016



COVER PAGE

APPENDIX B2


October 2016

Appendix B2 High Tension Cable Barrier TABLE OF CONTENTS Dwg. No.

Drawing Title

Page Number

RDG-B2.1

Typical HTCB Median Installation, Slopes 6H:1V or Flatter

H-APP-B2-3

RDG-B2.2

Typical HTCB Median Installation, 6H:1V  Slopes  4H:1V

H-APP-B2-4

RDG-B2.3

Typical HTCB Median Installation, Slopes Steeper Than 4H:1V

H-APP-B2-5

RDG-B2.4

Typical HTCB Roadside Installation

H-APP-B2-6

TABLE OF CONTENTS

APPENDIX B2-i




APPENDIX B2-ii

TABLE OF CONTENTS


October 2016

High Tension Cable Barrier System Product Development and Acceptance Testing The Alberta Transportation Products List of proven, trial and potential products for HTCB (including vendor information) is available at the link indicated below.

http://www.transportation.alberta.ca/689.htm As of September 8, 2016 there are five proprietary HTCB systems in North America that have passed NCHRP 350 and/or MASH 2009. They are listed below in alphabetical order. Not all of the tested systems are on the Alberta Transportation Products List. 

Brifen Canada 15521 Marine Drive White Rock, BC V4B 1C9, Canada

http://www.brifen.ca 

Gibraltar 4303 Innovation Loop Marble Falls, TX 78654, USA

http://gibraltarus.com 

Nucor Steel Marion, Inc. 912 Cheney Avenue Marion, Ohio 43302, USA

http://www.nucorhighway.com (Note: Not on Alberta Transportation’s Products List dated September 8, 2016) 

SAFENCE (Gregory Industries, Inc.) 4100 13th Street, SW Canton, Ohio 44710, USA

http://www.gregorycorp.com 

Trinity Highway Safety Products 2525 North Stemmons Freeway Dallas, Texas 75207, USA

http://www.highwayguardrail.com

APPENDIX B2

H-APP-B2-1




H-APP-B2-2

APPENDIX B2

APPENDI X B2

* PREFERRED PLACEMENT ZONE SUBJECT TO OTHER REQUIREMENTS

TRAVEL LANE

SHOULDER

1.2*

1.2*

SHOULDER

TRAVEL LANE

REFER TO NOTE 5 2.4

2.4

2.4

2.4

NO ZONE

NO ZONE

NO ZONE

NO ZONE

REFER TO NOTE 4

REFER TO NOTE 4

REFER TO NOTE 4

REFER TO NOTE 4

0.3

0.3 0.3

2.4 NO ZONE

6:1 OR FLATTER

2.4 NO ZONE TOE OF SLOPE

TOE OF SLOPE

0.3 0.3

6:1 OR FLATTER

EDGE OF PAVEMENT (SHOULDER BREAKPOINT)

0.3

6:1 OR FLATTER

MEDIAN DITCH WIDTH REFER TO NOTE 4

6:1 OR FLATTER

PREFERRED LOCATION FOR BARRIER BARRIER PERMITTED

V-DITCH MEDIAN SECTION NOTES

1

FLAT BOTTOM DITCH MEDIAN SECTION

1

BARRIER NOT PERMITTED

1

1. HIGH TENSION CABLE BARRIERS (HTCB) ARE PROPRIETARY PRODUCTS AND THEREFORE MUST BE INSTALLED AND MAINTAINED IN ACCORDANCE WITH THE MANUFACTURER'S AND/OR VENDOR'S SPECIFICATIONS. CABLE BARRIER PRODUCTS VARY SUBSTANTIALLY IN DETAILS, SPECIFICATION AND METHOD OF INSTALLATION, ETC. DESIGNERS SHOULD REVIEW THE FHWA (UNITED STATES FEDERAL HIGHWAY ADMINISTRATION) ELIGIBILITY LETTERS IN CONJUNCTION WITH THE MANUFACTURER AND/OR VENDOR'S PRODUCT DETAILS AND SPECIFICATIONS. 2. DESIGNERS SHALL REVIEW THE FHWA ELIGIBILITY LETTERS AND THE TEST DOCUMENTATION UPON WHICH THE LETTERS ARE BASED IN DETAIL. THIS INCLUDES THE SUMMARY RESULTS (E.G. TEST DEFLECTION), TEST SITE CONDITIONS (E.G. POST SPACING, SOIL DATA, ETC.), PRODUCT DETAILS, PROVISIONS, ETC., UNDER WHICH THE PRODUCT WAS TESTED AND ACCEPTED. 3. FHWA ELIGIBILITY LETTERS ARE NORMALLY BASED ON THE HTCB SYSTEM BEING TESTED ON TANGENT IN A

4 3 2 NOTES 1 - 6 AND CROSS SECTIONS

1 No.

REVISIONS

HC BY

28 OCT 16 DATE

CONTROLLED ENVIRONMENT. THE SLOPE PLACEMENT, POST SPACING AND SPECIFIED MAXIMUM

Approved:

DEFLECTION, ETC., MAY NEED TO BE ADJUSTED DUE TO SITE-SPECIFIC CONDITIONS. 4. ACCORDING TO NCHRP REPORT 711, THE HTCB MAY BE PLACED AS FOLLOWS: - ON THE MEDIAN SIDESLOPE, BUT NOT IN THE AREA BETWEEN 0.3 AND 2.4 METRES FROM THE TOE OF THE SLOPE

Steve Otto

- IN THE MEDIAN DITCH WITHIN 0.3 OF THE TOE OF SLOPE, IF THE MEDIAN DITCH IS 2.4 METRES OR WIDER - IF THE MEDIAN DITCH IS LESS THAN 2.4 METRES WIDE, THE HTCB MAY NOT BE PLACED IN ANY PORTION OF THE DITCH BOTTOM 5. HTCB LONGITUDINAL RUNS ARE NORMALLY INSTALLED TO PROTECT BOTH DIRECTIONS OF TRAFFIC. HTCB PLACEMENT AND/OR DESIGN MUST PREVENT INTRUSION OF OPPOSING VEHICLES INTO THE TRAVEL LANE


Date: 17 February, 2012

CAUSED BY THE IMPACT TO THE CABLE SYSTEM ON THE BACK-SIDE AFTER CROSSING THE MEDIAN. 6. NO ZONE AREA IN THE MEDIAN WHERE HTCB TYPICALLY MAY NOT BE INSTALLED. 7. POSTS CAN BE PLACED IN SOCKETS IN CONCRETE FOUNDATIONS OR SOCKETS DRIVEN INTO THE

HAPPB23

GROUND DEPENDING ON THE SOIL CONDITION, MANUFACTURER'S SPECIFICATION AND FHWA

TYPICAL HIGH TENSION CABLE BARRIER MEDIAN INSTALLATION

APPROVALS. POSTS DRIVEN DIRECTLY INTO THE GROUND ARE NOT PERMITTED. 8. THE DITCH MAY BE SUBJECT TO WEAK SOILS (OFTEN UNCOMPACTED), PERIODIC FLOODING AND/OR WET SOIL CONDITIONS. THE SOIL STRENGTH MUST BE TAKEN INTO ACCOUNT WHEN

SLOPES 6(H):1(V) OR FLATTER

DESIGNING THE POST FOUNDATIONS AND END ANCHOR FOUNDATIONS.

Prepared 9. ALL DIMENSIONS ARE IN METRES UNLESS OTHERWISE NOTED.

By: GEC.

Checked By: PM

Scale: N.T.S.

Dwg No.:

RDG-B2.1

HAPPB24

HTCB MAY BE INSTALLED WITHIN 1.2m OF THE EDGE OF THE SHOULDER BREAKPOINT OR GREATER THAN 6.0 METRES FROM THE SHOULDER BREAKPOINT BUT CANNOT BE INSTALLED IN THE NO ZONE AREAS. SEE NOTES 4 AND 5. 6.0 TRAVEL LANE

SHOULDER

1.2

6.0

NO ZONE

2.4

2.4

NO ZONE

NO ZONE

SHOULDER

1.2

NO ZONE

TRAVEL LANE

(REFER TO NOTE 5)


4:1 OR FLATTER

4:1 OR FLATTER

BUT STEEPER THAN 6:1

BUT STEEPER THAN 6:1

TOE OF SLOPE

V-DITCH MEDIAN SECTION NOTES

2.4

2.4

2.4

2.4

NO ZONE

NO ZONE

NO ZONE

NO ZONE

1

1

1. HIGH TENSION CABLE BARRIERS (HTCB) ARE PROPRIETARY PRODUCTS AND THEREFORE MUST BE INSTALLED AND MAINTAINED IN ACCORDANCE WITH THE MANUFACTURER'S AND/OR VENDOR'S

TOE OF SLOPE

SPECIFICATIONS. CABLE BARRIER PRODUCTS VARY SUBSTANTIALLY IN DETAILS, SPECIFICATION

TOE OF SLOPE

FLAT BOTTOM DITCH MEDIAN SECTION

AND METHOD OF INSTALLATION, ETC. DESIGNERS SHOULD REVIEW THE FHWA (UNITED STATES

1

FEDERAL HIGHWAY ADMINISTRATION) ELIGIBILITY LETTERS IN CONJUNCTION WITH THE MANUFACTURER AND/OR VENDOR'S PRODUCT DETAILS AND SPECIFICATIONS.

PREFERRED LOCATION FOR BARRIER BARRIER PERMITTED

2. DESIGNERS SHALL REVIEW THE FHWA ELIGIBILITY LETTERS AND THE TEST DOCUMENTATION

BARRIER NOT PERMITTED

UPON WHICH THE LETTERS ARE BASED IN DETAIL. THIS INCLUDES THE SUMMARY RESULTS (E.G. TEST DEFLECTION), TEST SITE CONDITIONS (E.G. POST SPACING, SOIL DATA, ETC.), PRODUCT DETAILS,

4

PROVISIONS, ETC., UNDER WHICH THE PRODUCT WAS TESTED AND ACCEPTED.

3 3. FHWA ELIGIBILITY LETTERS ARE NORMALLY BASED ON THE HTCB SYSTEM BEING TESTED ON TANGENT IN A CONTROLLED ENVIRONMENT. THE SLOPE PLACEMENT, POST SPACING AND SPECIFIED MAXIMUM DEFLECTION, ETC., MAY NEED TO BE ADJUSTED DUE TO SITE-SPECIFIC CONDITIONS. 4. ACCORDING TO NCHRP REPORT 711, THE HTCB MAY BE PLACED AS FOLLOWS:

2 NOTES 1 - 6 AND CROSS SECTIONS

1 No.

REVISIONS

HC BY

28 OCT 16 DATE

- ON THE SIDESLOPE WITHIN 1.2 METRES OF THE SHOULDER BREAKPOINT (EDGE OF PAVEMENT)

Approved:

- DOWN THE SIDESLOPE AT AN OFFSET GREATER THAN 6.0 METRES FROM THE SHOULDER BREAKPOINT AND GREATER THAN 2.4 METRES FROM THE TOE OF THE SIDESLOPE - IN THE MEDIAN DITCH BOTTOM AT AN OFFSET GREATER THAN 2.4 METRES FROM THE TOE OF THE SIDESLOPE - THE OPTION OF TWO SEPARATE LONGITUDINAL RUNS OF HTCB WITHIN 1.2 METRES OF THE EDGE OF

Steve Otto

BOTH SHOULDER BREAKPOINTS MAY ALSO BE CONSIDERED WHERE SECTIONS OF THE ROADWAY HAVE SLOPES THAT ARE SHARPER THAN 4:1, THE DITCH IS VERY NARROW (NOT ALLOWING THE SPECIFIED OFFSETS AND DEFLECTIONS) OR THERE ARE FIXED HAZARDS IN THE MEDIAN.


5. HTCB LONGITUDINAL RUNS ARE NORMALLY INSTALLED TO PROTECT BOTH DIRECTIONS OF TRAFFIC. HTCB PLACEMENT AND/OR DESIGN MUST PREVENT INTRUSION OF OPPOSING VEHICLES INTO THE TRAVEL LANE


CAUSED BY THE IMPACT TO THE CABLE SYSTEM ON THE BACK-SIDE AFTER CROSSING THE MEDIAN. 6. NO ZONE AREA IN THE MEDIAN WHERE HTCB TYPICALLY MAY NOT BE INSTALLED.

APPENDI X B2

7. POSTS CAN BE PLACED IN SOCKETS IN CONCRETE FOUNDATIONS OR SOCKETS DRIVEN INTO THE GROUND DEPENDING ON THE SOIL CONDITION, MANUFACTURER'S SPECIFICATION AND FHWA


APPROVALS. POSTS DRIVEN DIRECTLY INTO THE GROUND ARE NOT PERMITTED. 8. THE DITCH MAY BE SUBJECT TO WEAK SOILS (OFTEN UNCOMPACTED), PERIODIC FLOODING AND/OR WET SOIL CONDITIONS. THE SOIL STRENGTH MUST BE TAKEN INTO ACCOUNT WHEN DESIGNING THE POST FOUNDATIONS AND

6(H):1(V)> SLOPES > 4(H):1(V)

END ANCHOR FOUNDATIONS.

Prepared 9.

ALL DIMENSIONS ARE IN METRES UNLESS OTHERWISE NOTED.

By: GEC.

Checked By: PM

Scale: N.T.S.

Dwg No.:

RDG-B2.2

HAPPB25 TRAVEL LANE

SHOULDER

SHOULDER

NO ZONE

TRAVEL LANE

"HTCB" (3 OR 4 CABLES)

2

2

EDGE OF PAVEMENT (SHOULDER BREAKPOINT) STEEPER THAN 4:1

1

STEEPER THAN 4:1

TOE OF SLOPE

NOTES

1

1. HIGH TENSION CABLE BARRIERS (HTCB) ARE PROPRIETARY PRODUCTS AND THEREFORE MUST BE INSTALLED AND MAINTAINED IN ACCORDANCE WITH THE MANUFACTURER'S AND/OR VENDOR'S SPECIFICATIONS. CABLE BARRIER PRODUCTS VARY SUBSTANTIALLY IN DETAILS, SPECIFICATION AND METHOD OF INSTALLATION, ETC. DESIGNERS SHOULD REVIEW THE FHWA (UNITED STATES FEDERAL HIGHWAY ADMINISTRATION) ELIGIBILITY LETTERS IN CONJUNCTION WITH THE MANUFACTURER AND/OR VENDOR'S PRODUCT DETAILS AND SPECIFICATIONS. 2. DESIGNERS SHALL REVIEW THE FHWA ELIGIBILITY LETTERS AND THE TEST DOCUMENTATION UPON WHICH THE LETTERS ARE BASED IN DETAIL. THIS INCLUDES THE SUMMARY RESULTS (E.G. TEST

4 3 2

CABLES ON MEDIAN SIDE REMOVED

BK

24 AUG 17

1

NOTES 1 - 5 AND CROSS SECTION

HC

28 OCT 16

No.

REVISIONS

BY

DATE

DEFLECTION), TEST SITE CONDITIONS (E.G. POST SPACING, SOIL DATA, ETC.), PRODUCT DETAILS, PROVISIONS, ETC., UNDER WHICH THE PRODUCT WAS TESTED AND ACCEPTED.

Approved:

3. FHWA ELIGIBILITY LETTERS ARE NORMALLY BASED ON THE HTCB SYSTEM BEING TESTED ON TANGENT IN A CONTROLLED ENVIRONMENT. THE SLOPE PLACEMENT, POST SPACING AND SPECIFIED MAXIMUM DEFLECTION, ETC.,

Steve Otto

MAY NEED TO BE ADJUSTED DUE TO SITE-SPECIFIC CONDITIONS. 4. HTCB TYPICALLY SHOULD BE PLACED UNDER THE FOLLOWING CONDITIONS: - AT THE SHOULDER BREAKPOINT (0.0 m LATERAL OFFSET FROM THE EDGE OF PAVEMENT).


- THE OPTION OF TWO SEPARATE LONGITUDINAL RUNS OF HTCB SHOULD ALSO BE CONSIDERED WHERE THE MEDIAN WIDTH IS NARROW, DESIRABLE DEFLECTION SPACE IS GREATER THAN THE SHOULDER WIDTH, AND/OR GENERAL


RE-GRADING IS NOT AN OPTION, ETC. 5. NO ZONE AREA IN THE MEDIAN WHERE HTCB TYPICALLY MAY NOT BE INSTALLED.

APPENDI X B2

6. POSTS CAN BE PLACED IN SOCKETS IN CONCRETE FOUNDATIONS OR SOCKETS DRIVEN INTO THE GROUND DEPENDING ON THE SOIL CONDITION, MANUFACTURER'S SPECIFICATION AND FHWA APPROVALS. POSTS DRIVEN DIRECTLY INTO THE GROUND ARE NOT PERMITTED.


7. THE DITCH MAY BE SUBJECT TO WEAK SOILS (OFTEN UNCOMPACTED), PERIODIC FLOODING AND/OR WET SOIL CONDITIONS. THE SOIL STRENGTH MUST BE TAKEN INTO ACCOUNT WHEN DESIGNING THE POST FOUNDATIONS AND

SLOPES STEEPER THAN 4(H):1(V)

END ANCHOR FOUNDATIONS. 8. ALL DIMENSIONS ARE IN METRES UNLESS OTHERWISE NOTED.

Prepared By: GEC.

Checked By: PM

Scale: N.T.S.

Dwg No.:

RDG-B2.3

NOTES

1

2

1. HIGH TENSION CABLE BARRIERS (HTCB) ARE PROPRIETARY PRODUCTS AND THEREFORE MUST BE INSTALLED AND MAINTAINED IN ACCORDANCE WITH THE MANUFACTURER'S AND/OR VENDOR'S SPECIFICATIONS. CABLE BARRIER PRODUCTS VARY SUBSTANTIALLY IN DETAILS, SPECIFICATION AND METHOD OF INSTALLATION, ETC. DESIGNERS SHOULD REVIEW THE FHWA (UNITED STATES FEDERAL HIGHWAY ADMINISTRATION) ELIGIBILITY LETTERS IN CONJUNCTION WITH THE MANUFACTURER AND/OR VENDOR'S PRODUCT DETAILS AND SPECIFICATIONS. 2. DESIGNERS SHALL REVIEW THE FHWA ELIGIBILITY LETTERS AND THE TEST DOCUMENTATION UPON WHICH THE LETTERS ARE BASED IN DETAIL. THIS INCLUDES THE SUMMARY RESULTS (E.G. TEST DEFLECTION), TEST SITE CONDITIONS (E.G. POST SPACING, SOIL DATA, ETC.), PRODUCT DETAILS PROVISIONS, ETC., UNDER WHICH THE PRODUCT WAS TESTED AND ACCEPTED. 3. FHWA ELIGIBILITY LETTERS ARE NORMALLY BASED ON THE HTCB SYSTEM BEING TESTED ON TANGENT IN A CONTROLLED ENVIRONMENT. THE SLOPE PLACEMENT, POST SPACING AND SPECIFIED MAXIMUM DEFLECTION, ETC., MAY NEED TO BE ADJUSTED DUE TO SITE-SPECIFIC CONDITIONS. 4. HTCB SYSTEMS CAN TYPICALLY BE PLACED DOWN THE SIDESLOPES IF THE SLOPES ARE 4H:1V OR FLATTER. THIS SLOPE REFERS TO THE SLOPE ON THE ROADSIDE BETWEEN THE SHOULDER BREAK POINT AND THE BARRIER SYSTEM (DIMENSION "X1"). THE AREA IMMEDIATELY BEHIND THE BARRIER SYSTEM MAY BE CONSTRUCTED AT STEEPER SLOPES DEPENDING ON THE STABILITY OF THE SOIL. 5. HTCB SYSTEMS MAY NOT BE PLACED DOWN THE SLOPE ON SIDESLOPES STEEPER THAN 4H:1V UNLESS THE SYSTEM HAS BEEN SUCCESSFULLY CRASH TESTED UNDER THESE CONDITIONS (WITH AN FHWA ELIGIBILITY LETTER). HTCB MAY BE PLACED AT THE EDGE OF PAVEMENT (EDGE OF SHOULDER ON UNPAVED ROADS) AS SHOWN IN THE TABLE. 6. A CONTINUATION OF THE FLATTER SLOPE BEHIND THE BARRIER, FOR A DISTANCE OF 0.0 METRES TO 0.6 METRES (DESIRABLE SHOULD BE CONSIDERED. THE DISTANCE BEHIND THE BARRIER SYSTEM MAY VARY DEPENDING ON THE EMBANKMENT SLOPE, POST FOUNDATION/DEPTH, SOIL/GEOTECHNICAL CONDITION, POST SPACING, EXPECTED IMPACT CONDITION, ETC. 7. ALL DIMENSIONS ARE IN METRES UNLESS OTHERWISE NOTED. C L ROAD TRAVEL LANE

SHOULDER

"X1"

(WIDTH VARIES)

SIDESLOPE

0 TO 0.6 (DESIRABLE)

1

REFER TO NOTE 6 "HTCB" (3 OR 4 CABLES)

H V

2

STEEPER DROP OFF PERMITTED DEPENDING


ON SOIL CONDITIONS

4 3 2

NOTES 1 - 6, CROSS SECTION AND TABLE

HC 28 OCT 16

1

NOTE 6 AND CROSS SECTION

PM

4 APR 12

BY

DATE

No.

REVISIONS

Approved:

ROADSIDE

MAXIMUM DIMENSION (X1)

SIDESLOPE*

FROM THE OUTSIDE EDGE OF SHOULDER (m) *

6H:1V OR FLATTER

INFINITY

6H:1V > SIDELSOPES >

0.0 TO 1.2 OR

4H: 1V

GREATER THAN 6.0

STEEPER THAN 4H:1V

0.0

Steve Otto For Executive Director, Technical Standards Branch


2

TYPICAL HIGH TENSION CABLE BARRIER ROADSIDE INSTALLATION

*SUBJECT TO GEOTECHNICAL/SOIL CONDITIONS

Prepared By: GEC.

APPENDIX B2

Checked By: PM

Scale: N.T.S.

Dwg No.:

RDG-B2.4

H-APP-B2-6


November 2007

APPENDIX B3 WEAK POST BOX BEAM GUARDRAIL

APPENDIX B3

COVER PAGE




COVER PAGE

APPENDIX B3


November 2012

Appendix B3 Weak Post Beam Guardrail TABLE OF CONTENTS Table Number

Title

Page Number

TEB 3.22

Median Box Beam Barrier Installation Detail Treatment of Median Hazard

H‐APP‐B3‐1

TEB 3.23

Median Box Beam Guardrail Rail and Splice Plate Detail

H‐APP‐B3‐2

TEB 3.24

Median Box Beam Guardrail Post Detail

H‐APP‐B3‐3

TEB 3.26

Median Box Beam Guardrail Installation Detail for End Treatment

H‐APP‐B3‐4

TEB 3.27 TEB 3.27A TEB 3.28 TEB 3.28A

Standard Box Beam Guardrail Detail of Splice Plate Used at End Treatment Median Box Beam Guardrail Detail of Splice Plate Used at End Treatment Standard Box Beam Guardrail Retainer Assembly and Track Welding Details Median Box Beam Guardrail Retainer Assembly and Track Welding Details

H‐APP‐B3‐5 H‐APP‐B3‐6 H‐APP‐B3‐7 H‐APP‐B3‐8

TEB 3.30

Median Box Beam Guardrail Expansion Joint Splice Detail

H‐APP‐B3‐9

TEB 3.33

Standard Box Beam Guardrail Post Detail

H‐APP‐B3‐10

TEB 3.34

Standard Box Beam Guardrail Bracket Assembly Detail

H‐APP‐B3‐11

TEB 3.35

Standard Box Beam Guardrail Rail and Splice Plate Detail

H‐APP‐B3‐12

TEB 3.36

Standard Box Beam Guardrail Bent Splice Plate Detail

H‐APP‐B3‐13

TEB 3.37

Standard Box Beam Guardrail Installation Detail for End Treatment

H‐APP‐B3‐14

TEB 3.39

Standard Box Beam Guardrail Assembly for 0.915m and 1.83m Post Spacing

H‐APP‐B3‐15

TEB 3.40

Standard Box Beam Guardrail Expansion Joint Splice Detail

H‐APP‐B3‐16

TEB 3.46

Standard Box Beam Guardrail Bend Detail for Approach Road Radii

H‐APP‐B3‐17

APPENDIX B3-i

TABLE OF CONTENTS




TABLE OF CONTENTS

APPENDIX B3-ii

195

195

76

4 - 24mm dia. holes

4 - 23.8x23.8mm square holes

28 24

28 24

Box Beam 6.35mm 16

Box Beam

76

Splice Plate Tack Weld

Splice Plate M20 nut welded to plate after galvanizing

M20 Sq. nut

Retainer Assembly

2.5*

28 * 21.25 *

4.75 *

16.7 5*

0.79

M20 Sq. nut

9.50 *

3.0X13.5mm Slot

21.25 * 31 *

Tolerance +- 0.24mm

30.75*

Traffic Operations Branch

DWG. No.

TEB 3.28

Date Revision Revision

DEC 20/92 __________ __________

RETAINER ASSEMBLY AND TRACK WELDING DETAILS A.D. Cherwenuk, Director

APPENDIX B3

H-APP-B3-7

195

14mm DIA HOLE

13

735

S75 x 8

125

1635

Ground Line

50

50

900mm min 50

600

6

6 x 200 x 600mm ground plate

50 200

All dimensions are in millimetres unless otherwise indicated.

DWG. No. Traffic Enigineering Section Roadway Engineering Branch

H-APP-B3-10

Date Revision Revision

TEB 3.33 _____________ DEC.17/92 June 95 __________

APPENDIX B3




H-APP-B3-18

APPENDIX B3


November 2007

APPENDIX B4 PRECAST F‐SHAPE AND “NJ” SHAPE CONCRETE BARRIERS

APPENDIX B4

COVER PAGE




COVER PAGE

APPENDX B4


November 2012

Appendix B4 Precast F-Shape and "NJ" Shape Concrete Barriers TABLE OF CONTENTS Table Number

Title

Page Number

CB6‐4.2M16

Precast F‐Shape Barrier NCHRP 350 Test Level 3

H‐APP‐B4‐1

CB6‐4.3M1A

Reinforced Concrete Median Barrier NJ Shape

H‐APP‐B4‐2

CB6‐4.3M12

Precast Concrete Barrier NJ Shape

H‐APP‐B4‐3

APPENDIX B4-i

TABLE OF CONTENTS




TABLE OF CONTENTS

APPENDIX B4-ii

H-APP-B4-2

APPENDIX B4

R O F

T E R

RO

T FI

O

Y L N

Prepared By: N.N.

Checked By: B.K

Effective Date: 1997

Scale: N.T.S.

Dwg No.:

CB6-4.3M1A

APPENDIX B4

H-APP-B4-3

R O F

T E R

RO

T FI

O

Y L N

Prepared By: N.N.

Checked By: B.K

Date: MAY, 1985

Scale: N.T.S.

Dwg No.:

CB6-4.3M12




H-APP-B4-4

APPENDIX B4


November 2007

APPENDIX B5 THRIE BEAM GUARDRAIL

APPENDIX B5

COVER PAGE




COVER PAGE

APPENDIX B5


March 2016

Appendix B5 Thrie Beam Guardrail TABLE OF CONTENTS Dwg. No.

TEB 3.15a TEB 3.16a TEB 3.17a TEB 3.18a

Title

Page Number

Typical W-Beam Strong Post or Modified Thrie Beam Guardrail Placement Roadside Hazards (Two and Four Lane Highways) Typical Strong Post W-Beam or Modified Thrie Beam Guardrail Placement at Bridge Approaches (Two-Lane Highway) Typical Strong Post W-Beam or Modified Thrie Beam Guardrail Placement at Bridge Approaches (Four-Lane Divided Highway) Typical Strong Post W-Beam or Modified Thrie Beam Guardrail Placement for Median Hazards


TEB 3.60-1

Bullnose Guardrail System Protection of Piers in Medians

H-APP-B5-7

TEB 3.60-2

Bullnose Guardrail System Protection of Piers in Medians

H-APP-B5-8

TEB 3.60-3

Bullnose Guardrail System Cable Anchor

H-APP-B5-9

TEB 3.60-4

Bullnose Guardrail System Posts & Blocks

H-APP-B5-10

TEB 3.60-5

Bullnose Guardrail System Rail Section 1

H-APP-B5-11

TEB 3.60-6


H-APP-B5-12

TEB 3.60-7


H-APP-B5-13

TEB 3.60-8

Bullnose Guardrail System Plates and Cable Assembly

H-APP-B5-14

TEB 3.60-9

Bullnose Guardrail System Thrie Beam and Cable Length

H-APP-B5-15

TEB 3.70

Modified Thrie Beam Guardrail

H-APP-B5-17


Modified Thrie Beam Cable Anchor Terminal with Wing End (Exit End Treatment for Divided Highways) Bullnose Guardrail System Standard Thrie Beam Cable Anchor Terminal with Wing End (Exit End Treatment for Divided Highways) Hardware Details for W-Beam and Thrie Beam Guardrail Cable Anchor Terminal Foundation Tube and Foundation Tube Soil Plate Details for W-Beam and Thrie Beam Cable Anchor Terminal TL-3 Transition from Modified Thrie Beam Guardrail to W-Beam Strong Post Guardrail


RDG-B5.6

Thrie Beam Bullnose Guardrail General Layouts

H-APP-B5-24

RDG-B5.7

Thrie Beam Bullnose Guardrail General Layouts

H-APP-B5-25

RDG-B5.8

Thrie Beam Bullnose Guardrail Detailed Plans

H-APP-B5-26

RDG-B5.9

Thrie Beam Bullnose Guardrail Detailed Plans

H-APP-B5-27

RDG-B5.10

W-Beam Strong Post to Modified Thrie Beam Guardrail Transition at Roadside Structure

H-APP-B5-28

APPENDIX B5-i

TABLE OF CONTENTS




TABLE OF CONTENTS

APPENDIX B5-ii



_____________________________________________________________________________________________________________________________________________________


H-APP-B5-4

APPENDIX B5




H-APP-B5-6

APPENDIX B5



_____________________________________________________________________________________________________________________________________________________


H-APP-B5-16

APPENDIX B5




H-APP-B5-22

APPENDIX B5

C L POST CENTRE FOR LENGTH OF HAZARD

C L POST

C L POST

C L POST 1905

1905

953

POSTS AT 1905 ON CENTRE (LENGTH OF NEED OF W-BEAM STRONG POST

HAZARD

SIDE SLOPE TRANSITION (600 MIN OFFSET FROM BACK FACE OF MODIFIED THRIE BEAM POSTS)

10H ( MI N):1V

= 600 MIN

AS DETERMINED BY THE CONSULTANT) SI DE SLOPE

AS DETERMINED BY THE CONSULTANT

C L POST 953

SI TE SPECI FI C

POSITION POSTS AT 1905 ON

HAZARD

C L POST 4 SPACES AT 1 905 = 7 620

LENGTH OF GUARDRAIL

W - BEAM GUARDRAIL

1

THRIE BEAM GUARDRAIL EDGE OF FINISHED PAVEMENT

PLAN

1

WOOD OR STEEL POSTS MAY BE USED IN THIS TRANSITION ZONE

WOOD, STEEL OR PLASTIC POSTS MAY BE USED

(SEE NOTE 10) C L POST

ROADSIDE

C L POST

STRUCTURE

C L POST

MODIFIED THRIE BEAM GUARDRAIL

TRANSITION

HEIGHT TRANSITIONING FROM 550 TO 610

(SEE DRAWING RDG-B5.5)

(SEE NOTE 11)

C L POST 1905

C L POST W - BEAM STRONG POST GUARDRAIL

1905

(SEE DRAWING RDG-B5.5 FOR DETAILS) 1905 (TYP)

C L POST 1905 (TYP)

1905 (TYP)

A HAZARD

HAZARD

-

TRAFFIC FLOW

1

B

1 LAYER OF 2.7 THICK

1 LAYER 2.7 THICK


SPLICE

BACK-UP PLATE

(TYP)

(TYP)

(TYP)

-

W - THRIE BEAM TRANSITION SECTION

W - BEAM GUARDRAIL

C THRIE BEAM L 550

610

C L W-BEAM


610

550

AT EDGE OF PAVEMENT

1

ELEVATION

(SEE NOTE 8)

M360 x 25.6 STEEL OFFSET BLOCK REFLECTIVE TAB

152 x 203 x 360 LONG

(SEE NOTE 7)

TREATED TIMBER

180

25

REFLECTIVE TAB

SPACER

1

600 MIN (TYP)

EDGE OF SHOULDER

NOTES 7 AND 8 REVISED. NOTES 10 AND 11

TIMBER POST

1. FOR GENERAL LAYOUT REFER TO TEB DRAWINGS 3.15a AND 3.18.

(SEE NOTE 10)

2. WHERE GUARDRAIL IS ADJACENT TO CURB, HEIGHT OF RAIL SHALL BE MEASURED AS FOLLOWS: a.VERTICALLY AT FACE OF GUARDRAIL WHEN FACE OF GUARDRAIL IS MORE THAN

EDGE OF SHOULDER

ADDED. POST REMOVED FROM PLAN AND 1

ELEVATION

No.

REVISIONS

PM

11 MAR 2016

BY

DATE

300 BEYOND GUTTER LINE. 10 (MIN) : 1 SIDE SLOPE


Approved:

b.VERTICALLY AT GUTTER LINE WHEN FACE OF GUARDRAIL IS 300 OR LESS BEYOND SITE SPECIFIC SIDE SLOPE

GUTTER LINE. 3. POSTS SHALL BE SET BY INSTRUMENT FOR ALIGNMENT AND GRADE, WITH TOP

1830


1

TREATED W - BEAM GUARDRAIL 550

THRIE BEAM GUARDRAIL WITH BACK-UP PLATE

2

NOTES:

152 x 203

730

610

890

W150 x 13.5 STEEL POST

PARALLEL TO PAVEMENT GRADE.

Allan Kwan

4. THE ACCEPTABLE TOLERANCE FOR HEIGHT OF GUARDRAIL AT TIME OF CONSTRUCTION OR MAINTENANCE SHALL BE IN ACCORDANCE WITH THE MOST

1170

1100

RECENT SPECIFICATIONS.


5. LAP ALL JOINTS IN THE DIRECTION OF TRAFFIC FLOW.


6. ALL FITTINGS AND HARDWARE REQUIRED SHALL BE GALVANIZED. 7. FASTEN TO TOP OF EVERY SIXTH GUARDRAIL STRONG POST SPACER BY MECHANICAL

Date:

NOVEMBER, 2007

MEANS SUCH AS NAILING OR STAPLING. ADHESIVES ALONE WILL NOT BE ACCEPTED. 8. FASTEN TO TOP OF EVERY SIXTH GUARDRAIL STEEL OFFSET BLOCK WITH APPROVED ADHESIVE.

W-BEAM STRONG POST

9. THIS TRANSITION SATISFIES NCHRP REPORT 350 REQUIREMENTS FOR TEST LEVEL 3 (TL3). 10.TRANSITION ZONE CAN BE WOOD OR STEEL POST WITH WOOD SPACER BLOCK.

SECTION A

SECTION B

( FOR DETAILS SEE TEB DRAWING 3.70)

(FOR DETAILS SEE TEB DRAWING 3.09 )

REFER TO STANDARD DRAWING TEB 3.01 FOR POST DETAILS. 11.TYPICAL STRONG POST SYSTEM CAN BE WOOD, STEEL, OR PLASTIC POST WITH WOOD SPACER BLOCK. REFER TO STANDARD DRAWING TEB 3.01 FOR POST DETAILS.

TO MODIFIED THRIE BEAM GUARDRAIL TRANSITION AT ROADSIDE STRUCTURE


H-APP-B5-28

Prepared

Checked

Scale:

By: MO

By: WS

N.T.S.

Dwg No.:

RDG-B5.10 APPENDIX B5


November 2007

APPENDIX B6 CAST‐IN‐PLACE OR EXTRUDED F‐SHAPE CONCRETE BARRIER AND SINGLE SLOPE CONCRETE BARRIER

APPENDIX B6

COVER PAGE




COVER PAGE

APPENDIX B6


March 2016

Appendix B6 Cast-In Place Or Extruded F-Shape Concrete Barrier and Single Slope Concrete Barrier TABLE OF CONTENTS Drw. No.

Drawing Title

Page Number

CB6-4.3M3

Slip-Formed Median Barrier F-shape

H-APP-B6-1

CB6-4.3M3A

Slip-formed Concrete Barrier Half F-Shape

H-APP-B6-2

4.3 M4 4.3 M5 RDG-B6.1 RDG-B6.3 RDG-B6.4 RDG-B6.5 RDG-B6.6 RDG-B6.7 RDG-B6.8 RDG-B6.9 RDG-B6.10 RDG-B6.11 RDG-B6.12 RDG-B6.13 RDG-B6.14 RDG-B6.15

APPENDIX B6-i

Transition End Section for Reinforced Concrete Median Barrier Curb FShape Isometric View of Transition End Section for Reinforced Concrete Median Barrier Curb

H-APP-B6-3 H-APP-B6-4

TL-4 Standard Single Slope Concrete Barrier Details

H-APP-B6-5

TL-4 Single Slope Concrete Median Barrier Transition Around Existing/New Bridge Pier – Sheet 1 of 2 TL-4 Single Slope Concrete Median Barrier Transition Around Existing Bridge Pier – Sheet 2 of 2 TL-4 Single Slope Concrete Median Barrier Transition Around New Bridge Pier – Sheet 1 of 3 TL-4 Single Slope Concrete Median Barrier Transition Around New Bridge Pier – Sheet 2 of 3 TL-4 Single Slope Concrete Median Barrier Transition Around Existing/New Bridge Pier – Sheet 3 of 3 TL-2 and TL-3 Concrete Median Barrier Termination TRACC Crash Cushion System (Bidirectional) TL-2 and TL-3 Concrete Median Barrier Termination Quadguard Crash Cushion System (Bidirectional) TL-2 and TL-3 Unidirectional Quadguard Crash Cushion System for Wide Median Hazards Quadguard and TRACC Crash Cushion Systems Concrete Pad Foundation Transition of TL-4 Single Slope Concrete Barrier to W-Beam Median Guardrail – Sheet 1 of 2 Transition of TL-4 Single Slope Concrete Barrier to W-Beam Median Guardrail – Sheet 2 of 2 TL-4 Single Slope Concrete Barrier Transition to PL-2 Standard Bridge Concrete Barrier Transition of W-Beam Guardrail to TL-4 Single Slope Concrete Roadside Barrier

H-APP-B6-7 H-APP-B6-8 H-APP-B6-9 H-APP-B6-10 H-APP-B6-11 H-APP-B6-12 H-APP-B6-13 H-APP-B6-14 H-APP-B6-15 H-APP-B6-16 H-APP-B6-17 H-APP-B6-18 H-APP-B6-19

TABLE OF CONTENTS




TABLE OF CONTENTS

APPENDIX B6-ii

300

R 25

810 BASIC

125 R 225 25 M REINFORCING DOWELS

180

150

150

75 200 100 150

50 50

ALLOWANCE FOR FUTURE OVERLAY MIN. KEY DEPTH

670

125

ASPHALTIC CONCRETE PAVEMENT

150

125

A SECTION 670 2-800mm 15M REINFORCING DOWEL 150 25 M REINFORCING DOWELS

A

A ROUGHENED END FACE 900

CONSTRUCTION JOINT DETAIL

150

450

16/06/05 08/04 12/03 10/03

GENERAL NOTES

PLAN VIEW

1. All concrete shall meet the requirements of the Specifications for Bridge Construction Section 4 Modified, Class C, except that slump shall be ** +-1*mm and minimum cement content shall be 335 kg/m3. 2. All reinforcement dowels shall be epoxy coated. 3. All exposed concrete shall be finished to a smooth, uniform and closed texture. 4. Exposed surfaces shall have an approved sealer applied in accordance with manufacturer's recommendations. 5. No longitudinal reinforcement required.

Approved: Original signed by Allan Kwan Executive Director, Technical Standards Branch Date:

APRIL, 1986


SLIP-FORMED MEDIAN BARRIER F-SHAPE

6. Tooled or saw cut all around every 3m (min. 50mm deep x 3-6mm wide). 7. No joint sealer required.

APPENDIX B6

Prepared By: M.T

Checked By: B.K

Scale: N.T.S.

Dwg No.:

CB6-4.3M3

H-APP-B6-1

300

300 MINIMUM 2% MIN.

R 25 2:1

TRAVEL LANE

810 BASIC

SIDE

MI

NIM UM

EARTH FILL COMPACTED TO 95% OF STANDARD COMPACTION (MOISTURE-DENSITY RELATION)

125 R 225 180

25 M REINFORCING DOWELS

75 50 50

ALLOWANCE FOR FUTURE OVERLAY

150

200 ASPHALTIC CONCRETE PAVEMENT

100 100 485

100 125

MIN. KEY DEPTH

150

A SECTION

125

485

100

450

2-800mm 15M REINFORCING DOWELS

25 M REINFORCING DOWELS

899 100

A

ROUGHENED END FACE

CONSTRUCTION JOINT DETAIL

A

All dimensions in millimetres unless otherwise noted.

GENERAL NOTES

PLAN VIEW

06/16/05

1. All concrete shall meet the requirements of the Specifications for Bridge Construction Section 4,Modified Class C, except that slump shall be 20+- 10mm 3 and minimum cement content shall be 335 kg/m .

Approved: Original signed by Allan Kwan

2. All reinforcement dowels shall be epoxy coated. 3. All exposed concrete shall be finished to a smooth, uniform and closed texture. 4. Exposed surfaces shall have an approved sealer applied in accordance with manufacturer's recommendations.

Executive Director, Technical Standards Branch Date:

SEPTEMBER, 2004

5. Half F barrier is for use with earth fill as shown. 6. No longitudinal reinforcement required. 7. Tooled or saw cut all around every 3m (min. 50mm deep x 3-6mm wide).

SLIP-FORMED CONCRETE BARRIER HALF F-SHAPE

8. No joint sealer required. 9. Earth fill shall be suitable material as indicated under 2.3.2 of the Standard Specification for Highway Construction.

H-APP-B6-2

Prepared By: M.T

Checked By: B.K

Scale: N.T.S.

Dwg No.:

CB6-4.3M3A

APPENDIX B6

APPENDIX B6

H-APP-B6-3

H-APP-B6-4

APPENDIX B6




H-APP-B6-6

APPENDIX B6

C L POST

C L POST

C L POST

1905

C L POST

1905

C L POST

3 SPACES AT 953 = 2 859

5 SPACES AT 476 = 2 380

TRAFFIC FLOW

300

600

SAWCUT CONTRACTION JOINT

1

1

PLAN

1


WOOD OR STEEL POSTS MAY BE USED IN THIS TRANSITION ZONE

(SEE NOTE 7)

(SEE NOTE 6)

W-BEAM STRONG POST MEDIAN GUARDRAIL

C L POST

TRAFFIC FLOW

C L POST

W-BEAM STRONG POST MEDIAN GUARDRAIL

C L POST

TRANSITION

STANDARD THRIE BEAM MEDIAN GUARDRAIL

C L POST

SINGLE SLOPE CONCRETE MEDIAN BARRIER

OR FOR TRANSITION TO

A W - BEAM

-

GUARDRAIL

2.7 THICK W-BEAM

2.7 THICK

B

W-THRIE BEAM

-

260 2 LAYERS OF 2.7 THICK THRIE BEAM GUARDRAIL

TRANSITION SECTION

800

3 000 (TRANSITION FROM VERTICAL TO SINGLE SLOPE)

95

CAT-350 TERMINAL SEE RDG-B1.7

BACK-UP PLATE 3.4 THICK THRIE BEAM TERMINAL CONNECTOR C THRIE BEAM L 550

550

SEE DETAIL 1

900

C W - BEAM L

RDG-B6.13 TOP OF FINISHED ROADWAY AT EDGE OF PAVEMENT

1 SEE NOTE 4

460

340

3 000

ELEVATION

2 - PL 480 x 100 x 24

2 LAYERS OF

152 x 203 x 360 LONG

ADDITIONAL SPACER

THRIE BEAM

TREATED TIMBER

PLATE

GUARDRAIL

260

1

1.

LAP GUARDRAIL SECTIONS IN THE DIRECTION OF TRAFFIC FLOW.

2.


2 - 16 DIA A307

3.

LINE AND ELEVATION OF BARRIER SHALL BE SET BY INSTRUMENT.

GUARDRAIL BOLTS

4.

ACP OR GRANULAR BASE COURSE MAY BE PROVIDED AROUND GUARDRAIL

(TYP EACH SIDE)

750

W - BEAM GUARDRAIL 550

730

110

SPACER

NOTES:

POSTS AS PER SITE SPECIFIC REQUIREMENTS. 5.

THIS TRANSITION MAY BE CONSIDERED TO SATISFY NCHRP REPORT 350 REQUIREMENTS FOR TEST LEVEL 4 (TL4)

2 - 16 DIA A307 BOLTS W 200 x 22

C/W NUTS AND

THRIE BEAM SPACER

WASHERS (TYP EACH SIDE)

2

6.

TRANSITION ZONE CAN BE WOOD OR STEEL POST WITH WOOD SPACER BLOCK.

7.

TYPICAL STRONG POST SYSTEM CAN BE WOOD, STEEL, OR PLASTIC POST WITH WOOD

1 SPACER BLOCK. REFER TO STANDARD DRAWING TEB 3.01 FOR POST DETAILS.

PLAN AND ELEVATION

No.

REVISIONS

HC

11 MAR 2016

BY

DATE

Approved:


30

Allan Kwan

INFRASTRUCTURE AND

168


TRANSPORTATION 20 DIA HOLE

194

260 110

SECTION B

480

542

110

W 150 x 14 POST

SECTION A

C L W 200 x 22 30

62

(SEE NOTE 6)

180

1

1220

1100

1970

1830

NOTE 6 AND 7 ADDED. POST REMOVED FROM

REFER TO STANDARD DRAWING TEB 3.01 FOR POST DETAILS.

Date: NOVEMBER, 2007

(TYP)

W 200 x 22

TRANSITION OF TL-4

(SEE TEB DRAWING 3.09 FOR DETAILS)

THRIE BEAM SPACER DETAIL POST DETAILS

SINGLE SLOPE CONCRETE BARRIER TO W-BEAM MEDIAN GUARDRAIL SHEET 1 OF 2

ALL DIMENSIONS ARE IN MILLIMETRES UNLESS OTHERWISE INDICATED.

H-APP-B6-16

Prepared

Checked

Scale:

By:MO

By:WS

N.T.S.

Dwg No.:

RDG-B6.12 APPENDIX B6



_____________________________________________________________________________________________________________________________________________________


H-APP-B6-20

APPENDIX B6


November 2007

APPENDIX B7 MISCELLANEOUS DRAWINGS

APPENDIX B7

COVER PAGE




COVER PAGE

APPENDIX B7


March 2016

Appendix B7 Miscellaneous Drawings TABLE OF CONTENTS Dwg. No.

Drawing Title

Page Number

TEB 3.19

Sand Barrel Cushion System

H-APP-B7-1

TEB 3.51

Guide Post Delineation for Guardrail

H-APP-B7-3

TEB 1.81

Typical Breakaway Wood Post

H-APP-B7-4


APPENDIX B7-i

TL-3 W-Beam Guardrail Placement at Minor Structures and Box Culverts TL-4 Single Slope Concrete Barrier Transition at Median Light Standard – Sheet 1 of 2 TL-4 Single Slope Concrete Barrier Transition at Median Light Standard – Sheet 2 of 2 Placement and Protection of Overhead Sign Supports for Divided Roads – Sheet 1 of 2 Placement and Protection of Overhead Sign Supports for Divided Roads – Sheet 2 of 2


TABLE OF CONTENTS




TABLE OF CONTENTS

APPENDIX B7-ii



_____________________________________________________________________________________________________________________________________________________


H-APP-B7-2

APPENDIX B7

H-APP-B7-4

APPENDIX B7

A

B

C

-

-

-

TRAFFIC FLOW C L POST

C L POST STANDARD W-BEAM

C L POST

11430 NESTED 2.7 THICK W-BEAM


C L POST STANDARD W-BEAM

11430 NESTED 2.7 THICK W-BEAM

TWO NESTED 2.7 THICK W-BEAM RAIL ELEMENTS

(6 - 3810 SECTIONS OR 2 - 7620 AND 2 - 3810 SECTIONS)

(6 - 3810 SECTIONS OR 2 - 7620 AND 2 - 3810 SECTIONS) 6 SPACES AT 1905


6 SPACES AT 1905

POST SPACING 7620, 5715 OR 3810 (SEE NOTE 1)

WOOD, STEEL, ORPLASTIC POSTS MAY BE USED


(SEE NOTE 8) 1

(SEE NOTE 8) 1

STANDARD W-BEAM STRONG POSTS

C L POST

C L POST

7300 OR LESS

CRT POSTS

C L POST

CRT POSTS

WITH TWO BLOCKOUTS

C POST L

STANDARD W-BEAM STRONG POSTS

WITH TWO BLOCKOUTS INTERMEDIATE LAP

ENDING LAP

2

3

4

WITH POST

5

BEGINNING LAP

6

550

1

C LW-BEAM


PI PE CULVERT

SLAB OR

HEADW ALL

CURB OR CULVERT

AT EDGE OF PAVEMENT

ELEVATION C POST 3 L

C POST 4 L

CRT WOOD POST WITH BLOCKOUTS (TYP)

1

NOTES: 1.

7620 RAIL LENGTHS MAY BE USED TO ELIMINATE THE

2.

POST 1 THRU 6 ARE CRT POSTS WITH TWO BLOCKOUTS.

3.

INSTALL THE BACK FACE OF THE NESTED GUARDRAIL A MINIMUM

4.

MAINTAIN FLAT SIDE SLOPE GRATING AT POST LOCATIONS.

INTERMEDIATE LAP WITHOUT A POST. DO NOT PLACE A LAP

8 - M16 X 50 BUTTON HEAD

WITHOUT A POST UNLESS NEEDED DUE TO LENGTH OF GAP.

BOLTS AND RECESS NUTS NESTED W-BEAM

(TYP.)

RAIL ELEMENT

NESTED W-BEAM

(SEE SECTION B FOR DETAILS)

NESTED W-BEAM

RAIL ELEMENT

RAIL ELEMENT

OF 1500 FROM THE FACE OF THE CURB-LIKE HEADWALL.

TRAFFIC FLOW

5.

LAP ALL RAIL SECTIONS IN THE DIRECTION OF TRAFFIC FLOW.

6.


7.

THIS DESIGN MEETS NCHRP REPORT 350 EVALUATION CRITERIA FOR TL-3

8. TYPICAL STRONG POST SYSTEM CAN BE WOOD, STEEL OR PLASTIC POST WITH

ENDING LAP

WOOD SPACER BLOCK. REFER TO STANDARD DRAWING TEB 3.01 FOR POST DETAILS.

BEGINNING LAP

INTERMEDIATE LAP WITHOUT POST

1500 (MIN)

152 x 203 x 360 LONG NESTED W-BEAM

NESTED W-BEAM

GUARDRAIL

152 x 203 x 360 LONG

TREATED TIMBER

NESTED W-BEAM

TREATED TIMBER

SPACERS

GUARDRAIL

SPACER

GUARDRAIL

2 152x203 TREATED


HEADWALL

(SEE NOTE 8)

NOTE 8 ADDED

1

TIMBER POST 730

550

730

OR CURB

1

No.

REVISIONS

550

550

CULVERT

EDGE OF SHOULDER

HOLE

11 MAR 2016

BY

DATE

Approved:

90 DIA BREAKAWAY EDGE OF SHOULDER

HC


(SEE NOTE 4)

400

Allan Kwan



1100

1100

90 DIA BREAKAWAY HOLE

Date:

NOVEMBER, 2007

TL-3 W-BEAM GUARDRAIL PLACEMENT SECTION A (SEE NOTE 3)

SECTION B CONTROLLED RELEASE TERMINAL (CRT) POST (SEE NOTE 2)

AND BOX CULVERTS

STANDARD W-BEAM STRONG POST (FOR DETAILS SEE TEB DRAWING 3.09)

ALL DIMENSIONS ARE IN MILLIMETRES UNLESS OTHERWISE INDICATED.

APPENDIX B7

AT MINOR STRUCTURES

SECTION C

Prepared

Checked

Scale:

By:MO

By: WS

N.T.S.

Dwg No.:

RDG-B7.1 H-APP-B7-5