10.04.2014 Views

Guide for the Development of Bicycle Facilities - The Industrialized ...

Guide for the Development of Bicycle Facilities - The Industrialized ...

Guide for the Development of Bicycle Facilities - The Industrialized ...

SHOW MORE
SHOW LESS

You also want an ePaper? Increase the reach of your titles

YUMPU automatically turns print PDFs into web optimized ePapers that Google loves.

guide <strong>for</strong> development <strong>of</strong> bicycle facilities 39<br />

However, when a lean angle <strong>of</strong> 20 o is used, more horizontal space will<br />

be taken up by <strong>the</strong> bicyclist taking <strong>the</strong> curve and more width needs to be<br />

provided. In <strong>the</strong>se cases <strong>the</strong> pathway width should be increased and a<br />

center line placed down <strong>the</strong> middle <strong>of</strong> <strong>the</strong> path.<br />

When curve radii smaller than those shown in Table 2 must be used because<br />

<strong>of</strong> limited right-<strong>of</strong>-way, topographical features or o<strong>the</strong>r<br />

considerations, standard curve warning signs and supplemental pavement<br />

markings should be installed in accordance with <strong>the</strong> MUTCD 2 .<br />

<strong>The</strong> negative effects <strong>of</strong> sharper curves can also be partially <strong>of</strong>fset by widening<br />

<strong>the</strong> pavement through <strong>the</strong> curves.<br />

Grade<br />

Grades on shared use paths should be kept to a minimum, especially on<br />

long inclines. Grades greater than 5 percent are undesirable because <strong>the</strong><br />

ascents are difficult <strong>for</strong> many bicyclists to climb and <strong>the</strong> descents cause<br />

some bicyclists to exceed <strong>the</strong> speeds at which <strong>the</strong>y are competent or<br />

com<strong>for</strong>table. On some shared use paths, where terrain dictates, designers<br />

may need to exceed <strong>the</strong> 5 percent grade recommended <strong>for</strong> bicycles<br />

<strong>for</strong> some short sections. As a general guide, <strong>the</strong> following grade restrictions<br />

and grade lengths are suggested:*<br />

5-6% <strong>for</strong> up to 240 m (800 ft)<br />

7% <strong>for</strong> up to 120 m (400 ft)<br />

8% <strong>for</strong> up to 90 m (300 ft)<br />

9% <strong>for</strong> up to 60 m (200 ft)<br />

10% <strong>for</strong> up to 30 m (100 ft)<br />

11+% <strong>for</strong> up to 15 m (50 ft)<br />

Grades steeper than 3 percent may not be practical <strong>for</strong> shared use paths<br />

with crushed stone or o<strong>the</strong>r unpaved surfaces <strong>for</strong> both handling and<br />

drainage erosion reasons.<br />

Options to mitigate excessive grades:<br />

❍ When using a longer grade, an additional 1.2-1.8 m (4-6 feet) <strong>of</strong><br />

width to permit slower speed bicyclists to dismount and walk may<br />

be considered.<br />

❍ Provide signing that alerts bicyclists to <strong>the</strong> maximum percent <strong>of</strong><br />

grade (MUTCD 2 ).<br />

❍ Provide recommended descent speed signing.<br />

❍ Exceed minimum stopping sight distances.<br />

❍ Exceed minimum horizontal clearances, recovery area and/or protective<br />

bike rails.<br />

*See Chapter 2—O<strong>the</strong>r Design Considerations, Accessibility Requirements, p. 69.<br />

Design<br />

Shared Use Paths

Hooray! Your file is uploaded and ready to be published.

Saved successfully!

Ooh no, something went wrong!