cycle tracks on two lane undivided roads/media/busind/techstdpubs/technical notes... · figure...

16
FIGURE B1.01 CYCLE TRACKS ON TWO LANE UNDIVIDED ROADS Two-way cycle track on two lane undivided road with no parking One-way cycle tracks on two lane undivided road with no parking Two-way cycle track on two lane undivided road with parking One-way cycle tracks on two lane undivided road with parking G:\WHRF-Projects\Cycleways\Separated Cycleways Drawings\October 2014\Figure B1.01 Rev 02.dwg 02 Legend Footpath (concrete) Turf buffer strip Cycle track (AC) Notes: x Refer Sections 3.4, 3.4.1 and 3.4.2 for further information. x Buffer strips (turf or concrete) between the road and cycle track or cycle track and footpath may be omitted in constrained locations.

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Page 1: CYCLE TRACKS ON TWO LANE UNDIVIDED ROADS/media/busind/techstdpubs/Technical notes... · FIGURE B1.01 CYCLE TRACKS ON TWO LANE UNDIVIDED ROADS Two-way cycle track on two lane undivided

FIGURE B1.01

CYCLE TRACKS ON TWO LANE UNDIVIDED ROADS

Two-way cycle track on

two lane undivided road with no parking

One-way cycle tracks on

two lane undivided road with no parking

Two-way cycle track on

two lane undivided road with parking

One-way cycle tracks on

two lane undivided road with parking

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Legend

Footpath (concrete)

Turf buffer strip

Cycle track (AC)

Notes:

Refer Sections 3.4, 3.4.1 and 3.4.2 for further information.

Buffer strips (turf or concrete) between the road and cycle track or

cycle track and footpath may be omitted in constrained locations.

Page 2: CYCLE TRACKS ON TWO LANE UNDIVIDED ROADS/media/busind/techstdpubs/Technical notes... · FIGURE B1.01 CYCLE TRACKS ON TWO LANE UNDIVIDED ROADS Two-way cycle track on two lane undivided

CYCLE TRACKS ON FOUR LANE DIVIDED ROADS

Two-way cycle track on four lane divided road with no parking

Two-way cycle track on four lane divided road with parking

One-way cycle tracks on four lane divided road with parking

One-way cycle tracks on four lane divided road with no parking

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FIGURE B1.02 02

Legend

Footpath (concrete)

Turf buffer strip

Cycle track (AC)

Median

Notes:

Refer Sections 3.4, 3.4.1 and 3.4.2 for further

information.

Buffer strips (turf or concrete) between the road and

cycle track or cycle track and footpath may be omitted in

constrained locations.

Page 3: CYCLE TRACKS ON TWO LANE UNDIVIDED ROADS/media/busind/techstdpubs/Technical notes... · FIGURE B1.01 CYCLE TRACKS ON TWO LANE UNDIVIDED ROADS Two-way cycle track on two lane undivided

CONTRA-FLOW BICYCLE LANES

Contra-flow bicycle lane with linemarking only

on right hand side of the road (preferred)

Contra-flow bicycle lane with linemarking only

on left hand side of the road

Contra-flow bicycle lane with minor separation

on right hand side of the road

Contra-flow bicycle lane with minor separation

on left hand side of the road

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FIGURE B1.03 02

Legend

Footpath (concrete)

Turf buffer strip

Notes:

Refer Section 3.4.3 for further information.

Page 4: CYCLE TRACKS ON TWO LANE UNDIVIDED ROADS/media/busind/techstdpubs/Technical notes... · FIGURE B1.01 CYCLE TRACKS ON TWO LANE UNDIVIDED ROADS Two-way cycle track on two lane undivided

CYCLE TRACK CROSS SECTIONS

Cycle track (2)

2.0

Separation to RP bdy

Footpath (2)

Footpath level cycle track

1.5 (3)

0.5

Notes:

1. Refer Section 3.4.4 for further information.

2. One-way cycle track refer Table 2. Two-way cycle track refer Table 3.

3. 1.5m allows for:

0.6m clearance from the bus / traffic lane to power poles, street lights, road furniture;

0.5m clearance from the cycle track to power poles, street lights, road furniture; and

Storage for wheelie bins.

4. 1.0m allows for:

Clearance for parked cars to open doors;

Space for passengers to exit parked cars; and

Storage for wheelie bins.

Cycle track (2)

2.0

Separation to RP bdy

Footpath (2)

Dual kerb cycle track (preferred)

0.15 Type 5 kerb (modified)

>0

.0

5

1.5 (3)

Cycle track (2)

0.5

Footpath (2)

Dual kerb cycle track (constrained corridors with no parking or residential frontage)

0.15 Type 5 kerb (modified)

>0

.0

5

Footpath (2)

Median separated cycle track

Cycle track (2) Parking / Traffic lane

1.0 (4) Median with drainage gaps

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FIGURE B1.04 03

Page 5: CYCLE TRACKS ON TWO LANE UNDIVIDED ROADS/media/busind/techstdpubs/Technical notes... · FIGURE B1.01 CYCLE TRACKS ON TWO LANE UNDIVIDED ROADS Two-way cycle track on two lane undivided

Bicycle/car parking lane

4.0 4.0

Reconfiguration within existing kerbs:

One-way cycle track and parking

2.0 2.0 2.0 2.0

FIGURE B1.05

BICYCLE/CAR PARKING LANES OR

RECONFIGURE TO CYCLE TRACK AND PARKING

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Legend

Footpath (concrete)

Turf buffer strip

Cycle track (AC)

Parking area (contrasting pavement)

Notes:

Refer Section 3.3.1 for further information.

Parking lane to be cobble, porphyry stone, 'streetprint' or similar

textured pavement with contrasting colour to surrounding black asphalt.

Cycle track to be same black asphalt as traffic lanes and marked with

bicycle symbols.

Green surface treatment and bicycle symbols to be used at driveway

conflicts on the cycle track.

Parking spaces to be designated with clearly marked parking bays

2.0m wide to ensure disciplined parking.

Landscaping islands to be included between parking bays to assist

parking discipline and frame parking lane when no vehicles are parked.

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Lo

ca

l a

cce

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Pro

pe

rty a

cce

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Painted / splitter island emphasises

two-way traffic on cycle track.

10 10

10 10

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ad

10 10

Pro

pe

rty a

cce

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Waiting vehicle giving-way to cyclists

and pedestrians is clear of through traffic.

10 10

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ad

Lo

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ad

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High speed transition.

Legend

Footpath (concrete)

Cycle crossing, green AC / concrete

PRIORITY CROSSINGS AT SIDE ROADS

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One-way cycle track and footpath

Turf

Raised platform, red concrete

1 in 6 Ramped vehicular crossing

(Entrance width determined by design vehicle)

FIGURE B2.01 04

Bicycle lane and footpath One-way cycle track and footpath One-way cycle track and footpath

at Property Access with drainage grate

Two-way cycle track and footpath Two-way cycle track and footpath

at Property Access

Two-way cycle track and footpath

with drainage grate

(Refer Figure B2.03 for Road Hump Details)

Cycle track (AC)

(Refer Figure B2.03 for Road Hump Details)

Notes:

Refer Section 4.2.1 for further information.

Purpose

Design with clear priority and no confusion for any road user with use of

Give Way signs and linemarking.

Function

Urban area intersection of collector and local access road / property access.

Considerations

Safe design outcome, safe speed at conflict points resulting in lower severity

crashes, clear priority.

Direct and attractive for bicycle traffic and pedestrians.

Both the cycle track and footpath should be continued at grade across the

local access road and property access to clearly delineate priority, maintain

cyclist comfort, and improve constructability and maintenance.

Cycle track to be constructed in smooth AC.

Footpath to be constructed in contrasting surface to cycle track.

Ramped vehicular crossing profile

1 in 6

crossing

Sawcut.

Road surface

1 in 6

crossing

Sawcut.

Road surface

Flat top

180mm thick concrete,

N32 with SL92 mesh.

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R1-2

Two-way cycle track and footpath crossing details

W8-3L

W6-7

W8-23

B

-

A

-

A

-

B

-

W6-7

R1-2

W8-3L

W6-7

R1-2

R1-2

W6-7

W8-23

Shared path at side road

RETROFIT CONCRETE PRIORITY CROSSINGS AT SIDE ROADS

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Two-way cycle track and footpath at side roadShared path at side road Two-way cycle track at side road

FIGURE B2.02 03

1 in 20

Ramp

1 in 2

0

Existing cycle trackRamp

Section A-A: Cycle track profile

(Refer below for details)

Cycle track

Section B-B: Road hump profile

2.0 Buffer

Road surface

180

180mm thick concrete,

N32 with SL92 mesh.

50

125mm thick concrete, N32 with SL72 mesh.

Colour to match adjoining AC cycle track to show

continuance of the cycle track through the intersection.

180mm thick concrete, N32 with SL92 mesh.

Raised 50mm above existing road surface level.

Legend

Footpath / shared path (concrete)

Cycle crossing, green concrete

Turf

Raised platform, red concrete

1 in 6 Ramped vehicular crossing

Cycle track (AC)

2.0 Buffer

1 in 6 Ramped vehicular crossing

Road surface

Sawcut.

Existing cycle track Cycle track

Notes:

Refer Section 4.2.1 for further information.

Footpath

(Refer below for details)

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Cycle track (AC)

Legend

Footpath / shared path (concrete)

Cycle crossing, green concrete

MID-BLOCK RAISED CROSSINGS WITH DRAINAGE GRATES

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Bicyle only path

Raised platform, red concrete

Shared path Bicycle only path and footpath

Gap for drainage.

2.0m

Buffer

Foot

path

2.0m

Buffer

Bicycle path

3.0m (Min)

Slip resistant steel plate spanning from the

top of kerb to the road hump.

300m

m

TGSI 600mm x width of crossing (Refer AS 1428.4).

Notes:

1. Refer Section 4.2.1.2 for further information.

2. Retrofit raised crossings improve safety and certainty for all road users due to safer vehicle speeds.

3. Refer MUTCD Part 13 for details of pavement markings and signs.

4. Refer MUTCD Part 13 Figure 11 for details of pavement marking approaching the blister islands.

5. Streetlighting to be installed in accordance with AS 1158.

6. In constrained environments, adopt the following in this order to achieve the desired outcome:

Remove the departure kerb build-out;

Reduce the 2.0m separation on the top of the hump to 1.0m; and

Reduce the width of the cycle track.

1.2m 1.2m

FIGURE B2.03 02

5.5m

W6

-7

W8

-2

3

R1

-2

1.2m 1.2m

R1

-2

W6

-7

W8

-2

3

1.2m 1.2m 1.2m 1.2m

120

Point of inflexion.

120

Flat top

Road hump profile

60

60

180

Road surfaceRoad surface

180mm thick concrete,

N32 with SL92 mesh.

Sawcut.

Road hump details

(Mid-block bicycle only path and footpath)

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3.0

High speed ramp.

Width to suit design vehicle.

High speed ramp.High speed ramp.

High speed ramp.

3.0

Width to suit design vehicle.

Collector Road

Lo

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Green pavement treatment

Cycle track (AC)

Legend

Footpath (concrete)

Median

Apron / encroachment area

Raised platform / threshold treatment

ONE-WAY CYCLE TRACK AT SINGLE LANE ROUNDABOUT

WITH TRANSITIONS AND LOCAL ACCESS OPTION

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Purpose

Achieve homogeneous speeds for all road users (<30kmh).

Design with clear priority and no confusion for any road user.

Function

Urban area intersection of Collector Road and Local Access "mixed-use" street.

Considerations

Safe design outcome, fewer conflict points than regular give-way intersection, safe speed at

conflict points resulting in lower severity crashes, clear priority.

Relatively high capacity.

Direct and attractive for bicycle traffic.

Two-way bicycle facility at roundabouts is not recommended due to crashes caused by cyclists

approaching from unexpected direction.

Design vehicles (8.8m service vehicle) must negotiate at low speeds (<30kmh) driving over the

centre island apron.

Turf

FIGURE B3.01 02

Notes:

1. "Mixed-use" suitable for low volume, low speed, local streets only.

2. Cycle track and footpath to be at road level, i.e. no kerb ramps.

3. Refer Figure B3.02 for all other details.

4. Refer Section 4.2.2 for further information.

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3.5

2.0

3.0

Cycle track: Lateral diverge (1 in 10 typ)

6 to 10m 3.5

5.0

R6.0

5.0

A

-

B

-

B

-

A

-

3.5

R12.75

Collector Road

Width to suit design vehicle.

Collector R

oad

Legend

Purpose

Achieve homogeneous speeds for all road users (<30kmh).

Design with clear priority and no confusion for any road user.

Function

Urban area intersection of two collector roads.

Considerations

Safe design outcome, fewer conflict points than regular give-way intersection, safe speed at

conflict points resulting in lower severity crashes, clear priority.

Relatively high capacity.

Direct and attractive for bicycle traffic.

Two-way bicycle facility at roundabouts is not recommended due to crashes caused by cyclists

approaching from unexpected direction.

Design vehicles (8.8m service vehicle) must negotiate at low speeds (<30kmh) driving over the

centre island apron.

Section A-A: Apron profile

Circulating lane Raised apron with

textured surface

Type 9 / 11 semi mountable kerb.

No vertical lip > 30mm high.

Section B-B: Sinusoidal raised platform profile

1.0 to 1.2m 1.0 to 1.2m 1.0 to 1.2m 1.0 to 1.2m

60

12

0m

m

Not to scale

60

Road surface

Point of inflexion.

12

0m

m

Flat top

ONE-WAY CYCLE TRACK AT SINGLE LANE ROUNDABOUT

AT COLLECTOR ROADS

Road surface

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Green pavement treatment

Cycle track (AC)

Footpath (concrete)

Median

Apron / encroachment area

Raised platform / threshold treatment

Turf

FIGURE B3.02 A

Notes:

1. Cycle track and footpath to be at road level, i.e. no kerb ramps.

2. Refer Section 4.2.2 for further information.

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Collector Road

Collector R

oad

Purpose

Achieve homogeneous speeds for all road users (<30kmh).

Design with clear priority and no confusion for any road user.

Function

Urban area intersection of two collector roads.

Considerations

Safe design outcome, fewer conflict points than regular give-way intersection, safe speed at

conflict points resulting in lower severity crashes, clear priority.

Relatively high capacity.

Two-way cycle tracks on roundabouts work well where bicycle traffic continues on a two-way

path on one side of a major road. However, two-way cycle tracks on roundabouts present an

additional driving task for drivers of motor vehicles who may not thoroughly check to their left

side where bicycle riders may be approaching from the anti-clockwise direction. Where two-way

cycle tracks are constructed, radial roundabout design, conflicts located on raised priority

crossings and two-way line-marking to highlight two-way bicycle traffic is required.

Direct and attractive for bicycle traffic.

Design vehicles (8.8m service vehicle) must negotiate at low speeds (<30kmh) driving over the

centre island apron.

TWO-WAY CYCLE TRACK AT SINGLE LANE ROUNDABOUT

AT COLLECTOR ROADS

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FIGURE B3.03 03

Legend

Green pavement treatment

Cycle track (AC)

Footpath (concrete)

Median

Apron / encroachment area

Raised platform / threshold treatment

Turf

Notes:

1. Cycle track and footpath to be at road level, i.e. no kerb ramps.

2. Refer Section 4.2.2 for further information.

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21m = 3 seconds of observation.2

Later diverge (1 in 10 Typ)

to create ** 2.0m min

storage at signals.

10.5m = 1.0m/s

lateral diverge.

Later diverge (1 in 10 Typ)

to create ** 2.0m min

storage at signals.

3

5.4

15m right turn storage

refer CROW v49.

3.5

3.5

3.5

R10.5

3.5

3.0

Lateral diverge (1 in 10 Typ) to create

*** 3.0m min storage at signals.

R10.5

3.5

21.5

5

2

3.5

3.0

23.5

2.4

2

3.5

2

2

2

2

***

2

***

2 ***

***

***

**

**

**

Lateral diverge (1 in 10 Typ) to create

*** 3.0m min storage at signals.

Give w

ay line

Give way line

Give w

ay line

1

1

1

1

***

1

1.5

1.5

1.5

Major Road

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No

entry

No

entry

Footpath (concrete)

Cycle track (AC)

Legend

Green pavement teatment

On-road transition to cycle track

ONE-WAY CYCLE TRACK AT SIGNALISED T-INTERSECTION

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Purpose

Design with clear priority and no confusion for any

road user.

Function

Urban area intersection of arterial or collector roads.

Considerations

Safe design outcome, fewer conflict points than

regular give-way intersection, safe speed at conflict

points resulting in lower severity crashes, clear

priority.

Direct and attractive for bicycle traffic.

Cycle track at intersection can transition from / to

on-road bicycle lane if required as shown.

Signal phasing (including advanced detection) to

ensure safety and priority for cyclists.

FIGURE B4.01 03

Turf

Notes:

1. No filtering of turning movements across

two-way cycle tracks.

2. Cycle track and footpath to be at road level,

i.e. no kerb ramps.

3. Refer Section 4.2.3 for further information.

Median / Traffic island

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SIGNALISED 4-WAY INTERSECTION WITH

ONE-WAY AND TWO-WAY CYCLE TRACKS

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FIGURE B4.02 03

Legend

Footpath (concrete)

Green pavement treatment

Turf

Cycle track (AC)

Median / Traffic island

Note:

Refer Figure B4.01 for details.

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Channelised left turn with bike lanes and shared path showing car / bike conflict areas

Shared path (concrete)

Legend

Area of car / bike conflict

CHANNELISED VERSUS BASIC LEFT TURN:

COMPARISON OF CAR / BIKE CONFLICT AREAS AND VEHICLE TURN PATHS

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FIGURE B4.03 03

Turf

Basic Left TurnChannelised Left Turn

"Open" geometry allows for

undesirable vehicle turn path

resulting in high vehicle speeds.

Channelised left turn showing high speed vehicle travel path Basic left turn showing low speed vehicle travel path

Basic left turn with cycle track and footpath showing car / bike conflict areas

Revised geometry encourages

desirable vehicle turn path

resulting in safer vehicle turning speeds.

Footpath (concrete)

Legend

Area of car / bike conflict

Turf

Cycle track (AC)

Vehicle turn path Vehicle turn path

Median / Traffic island

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No

No

No

TURNING MOVEMENTS FOR SERVICE VEHICLE AND 19m SEMI

AT SIGNALISED T-INTERSECTION WITH ONE-WAY CYCLE TRACK

Turning movements: Service vehicle (R12.5m)

Turning movements: 19m semi (R12.5m)

Turning movements: 19m semi (R15m)

FIGURE B4.04 03

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Major Road

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Footpath (concrete)

Cycle track (AC)

Legend

Turf

SIGNALISED T-INTERSECTION

TWO-WAY CYCLE TRACK ON THE CROSSING SIDE OF THE MAJOR ROAD

ONE-WAY CYCLE TRACKS ON BOTH SIDES OF THE SIDE ROAD

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4.05 R

ev 03.dw

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FIGURE B4.05 03

Median / Traffic island

Notes:

1. No filtering of turning movements across two-way cycle tracks.

2. Cycle track and footpath to transition to road level at the intersection

i.e. no kerb ramps.

3. Refer Section 4.2.3 for further information.