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BICYCLE FACILITIES

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Road bikes but not exactly. Upright riding position. Lower speed. Trails and streets ... TYPICAL SECTION 2-LANE ROAD. 16. TYPICAL SECTION SEPARATE PATH. 17 ... – PowerPoint PPT presentation

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Title: BICYCLE FACILITIES


1
BICYCLE FACILITIES
  • DESIGN

2
OUTLINE
  • Design vehicle
  • Design user
  • Design parameters
  • The design process
  • Horizontal and vertical alignment

3
THE DESIGN VEHICLE
  • Road
  • Off-road
  • Hybrid
  • Recumbent

4
ROAD BIKES
  • Traditional configuration
  • Higher speed
  • Range of riders
  • On-street

5
ROAD BIKES
6
ROAD BIKES
7
OFF-ROAD BIKES
  • Mountain bikes
  • Lower speed
  • Not usually on trails

8
OFF-ROAD BIKES
9
HYBRIDS
  • Road bikes but not exactly
  • Upright riding position
  • Lower speed
  • Trails and streets

10
HYBRIDS
11
RECUMBENTS
  • More comfortable seating
  • 2 or 3 wheels
  • Less visibility
  • Wide range of users
  • Mostly on paved trails

12
RECUMBENTS
13
RECUMBENTS
14
DESIGN USERS
  • A advanced user (expert)
  • B basic user (recreational)
  • C child (novice)

15
TYPES OF FACILITIES
  • Normal roadway cross-section
  • Bike lane alongside highway
  • Multi-use trail (bikes and pedestrians)

16
TYPICAL SECTION 2-LANE ROAD
17
TYPICAL SECTION SEPARATE PATH
Source Guide for the Development of Bicycle
Facilities (AASHTO 1999)
18
DESIGN SPEED
  • Grade dependent
  • Surface dependent
  • Type of user dependent

19
STOPPING SIGHT DISTANCE
  • S V2/(30(fG)) 3.67V
  • Where V is speed
  • f is coefficient of friction 0.25
  • G is grade in ft/ft.
  • Use G (more conservative)

20
CLEARANCE
  • Minimum operating envelope
  • Comfortable operating envelope
  • Lateral depends on radius and SSD

Source Guide for the Development of Bicycle
Facilities, AASHTO (1999)
21
LEAN ANGLE
  • Superelevation or not
  • Speed
  • Radius

22
HORIZONTAL CURVES
  • Speed
  • Where R is the radius in feet, ? is the lean
    angle (15 20) and V is the design speed in
    mph.
  • Superelevation max of 3
  • Surface
  • f varies with speed (0.31 _at_ 12 mph - 0.21 _at_ 30
    mph)
  • 1/2 for unpaved

R 0.067V2/tan?
23
HORIZONTAL CURVES
Source Guide for the Development of Bicycle
Facilities (AASHTO 1999)
24
HORIZONTAL CURVES
Greater lean angle Can use superelevation Need
more width
Source Guide for the Development of Bicycle
Facilities (AASHTO 1999)
25
VERTICAL CURVES
Source Guide for the Development of Bicycle
Facilities (AASHTO 1999)
26
GRADIENT
  • Minimize large grades
  • But, if needed, KISS
  • If Unpaved max 3
  • If paved

Source Guide for the Development of Bicycle
Facilities (AASHTO 1999)
27
TRAFFIC CONTROL
  • MUTCD
  • Similar to roads

28
TRAFFIC CONTROL
  • Chapter 9
  • Size f(facility)
  • But generally smaller

29
SURFACING
  • Unpaved
  • Limestone chips
  • Other materials
  • Paved
  • HMA
  • PCC

30
DESIGN PROCESS
  • Choose facility type
  • Inventory existing conditions
  • Demand
  • Topography
  • Roadway traffic
  • Available right-of-way (old RR?)

31
OTHER CONSIDERATIONS
  • Users
  • Car parking
  • Directness
  • Stops
  • Conflicts with other modes
  • Maintenance
  • Other uses
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