Skip to the record
Beware of cheap imitations.

Original source · versioned page text

2411-43615 SRA - Approved Document

Attached to the e-mail SARA application correspondence - Response - MCU24/0144.

of 2

Page text shows just the words. Original shows the document exactly as it was published.

Treatment options to improve safety of pedestrians, bicycle riders and other path users at driveways
Document approved for purposes relating
to condition 2 of referral agency response:
2411-43615 SRA
3.2.2    Sight distance requirements at driveways

Figure 3.2.2 shows the visibility triangle that should be provided around driveways to protect path
users. This assumes vehicles are perpendicular to the path, which provides optimal sight
lines (maximum observation angle is 120°). The figure includes ‘x’ and ‘y’ dimensions as follows:

    •    The ‘x’ dimension is measured from path user location into / towards the property. The
         ‘x’ dimension should allow drivers in forward exiting vehicles to sight path users before their
         vehicle encroaches the path or in time to stop to avoid a crash. Where path users can see at
         least 250 mm of vehicles, it also allows them to observe vehicles exiting or preparing to exit. In
         the case of reversing vehicles, it can allow path users to see activated taillights in time to stop.
         Where vehicles on driveways are not pausing to give way to path users, it is desirable to
         use SSD for motor vehicles as the ‘x’ value. See Section 3.2.4 for SSD guidance for motor
         vehicles at driveways. Where speeds are tightly controlled (see Section 3.3), ‘x’ values can
         generally be assumed from Table 3.2.2.

    •    The ‘y’ dimension reflects SSD for the path users. To achieve desirable outcomes, path users
         are assumed to be travelling at a comfortable speed for the type of facility. These are reflected
         in the ‘desirable’ values provided in Table 3.2.2. Further information relating to SSD for path
         users and derivations of values are provided in Table 3.2.2.

Figure 3.2.2 – Sight lines for path users based on bicycle stopping distances




Note:
    •    ‘X’ values normally measured to edge of path. On paths wider than 2 m, it may be appropriate to assume
         path users occupy the left side of the path, and measure from the centre of the path. At a complete stop,
         a distance of 2.5 m for forward exiting or 3 m for reversing drivers provides visibility to path users.
    •    ‘Y’ values should be measured from the worst-case scenario driver position. It is usually assumed the
         vehicle is 0.5 m–1.5 m from the left of the lane / driveway when exiting. For reversing vehicles, sight
         lines are taken from middle of vehicle if the driver is looking over left shoulder and 0.5 m from the edge
         of vehicle, when looking over right shoulder.
    •    Where driveways are frequently used by heavy vehicles, larger ‘x’ and ‘y’ values are required. Absolute
         minimum ‘x’ values are considered to be 5 m combined with ‘desirable’ ‘y’ values. Consideration should
         also be given to heavy vehicle blind spots as per Section 3.2.5.
    •    Sight lines from vehicles will be further obstructed by vehicle framework and furniture (see Austroads
         Guide to Road Design Part 4A Commentary 1).




Guideline, Transport and Main Roads, February 2021                                                                16
Log in to download the original file

2411-43615 SRA - Approved Document.pdf · 228 KB (small file)

Full text of the other 1 page

Page 2

Treatment options to improve safety of pedestrians, bicycle riders and other path users at driveways




Table 3.2.2 – Dimensions of splays to provide sight lines at driveways (flat gradients)

                                                                                Path type
                Assessment                    Direction     General use paths        Principal paths / paths
                                                            with even terrain¹         where grades >8%
 1. Desirable                                    X (m)                ≥5                         ≥5
 Path users travelling at comfortable
 speeds
        •    General use paths: 15 km/h
     •    Principal paths: 20 km/h²              Y (m)                ≥9                         ≥13
 Vehicle speed <5 km/h
 Minimum standard if regular heavy
 vehicles use
 2. Tolerable                                    X(m)                ≥2.5                       ≥2.5
 Path users travelling at reduced speeds.        Y(m)             7≤Y<9                      9 ≤ Y < 13
        •    General use paths: 12–15 km/h
     •    Principal paths: 15–20 km/h
 Vehicles must come to a complete stop.
 3. Deficient                                    X(m)                ≥2.5                       ≥2.5
 Sight lines provide adequate warning for        Y(m)             5≤Y<7                       7≤Y<9
 drivers or path users to avoid a crash,
 when path users travel at minimum
 speeds.
        •    General use paths: 10–12 km/h
     •    Principal paths: 12–15 km/h
 Vehicles must come to a complete stop.
 4. Highly deficient                             X(m)                <2.5                       <2.5
 Sight lines do not provide adequate             Y(m)                 <5                         <7
 warning for drivers or path users to avoid
 a crash, when path users travel at
 minimum speeds.
        •    General use paths: <10 km/h
     •     Principal paths: <12 km/h
 Sight lines do not provide adequate
 warning for drivers to avoid a crash.

¹Table assumes path approach gradients (longitudinal) of 0%. Y values can be adjusted for downhill approaches
consistent with Table 3.2.3.
²Where desirable speeds exceed 20 km/h, see Table 3.2.3 for stopping distances.

3.2.3       Stopping distance for bicycles

Path users travel at a wide range of speeds, with bicycle riders assumed to represent the upper end of
the speed range. SSD for path users has been estimated using stopping distances for bicycles,
explained by Equation 3.2.3.




Guideline, Transport and Main Roads, February 2021                                                          17

The supporting record

Open full page ↗

Source document

Analyse documents ↗Open full page ↗

My Comparisons

Choose two to four records of the same kind. Drag using a handle or use the “Compare” buttons.

Your selected records are saved in this browser for your account. Results use the filters on the page where you choose “Compare selected”.