Bicycle Railing Height Report - AASHTO - Subcommittee on Design
Bicycle Railing Height Report - AASHTO - Subcommittee on Design
Bicycle Railing Height Report - AASHTO - Subcommittee on Design
Create successful ePaper yourself
Turn your PDF publications into a flip-book with our unique Google optimized e-Paper software.
DETERMINATION OF APPROPRIATE RAILING HEIGHTS FOR BICYCLISTS<br />
NCHRP 20-7 (168)<br />
Summary<br />
A reference to “aesthetics” is used extensively in the preference of a 1.1-meter (42-inch)<br />
height railing over a 1.4-meter (54-inch) railing. However, no attributes related to form<br />
or scale have been identified as the determining factor in the objecti<strong>on</strong> to the 1.4-meter<br />
(54-inch) height. It would be difficult to assess the aesthetics of a railing system without<br />
understanding the setting and surrounding visual envir<strong>on</strong>ment.<br />
The more pertinent issue of visual impact occurs when a railing is placed within a scenic<br />
view, and man-made objects can be visually offensive. In this regard, the smaller 1.1-<br />
meter (42-inch) railing height may have less of an impact than the higher 1.4-meter (54-<br />
inch) railing height.<br />
Additi<strong>on</strong>ally, a 1.4-meter (54-inch) high railing would have a greater impact <strong>on</strong> the sight<br />
line of users of a bikeway than a 1.1-meter (42-inch) high railing.<br />
Cost<br />
During the study process, the cost of bicycle railing was cited as a reas<strong>on</strong> supporting a<br />
lower railing height. However, no cost figures or cost thresholds were received from the<br />
informati<strong>on</strong> acquired during the survey or teleph<strong>on</strong>e outreach. As such, a cost<br />
comparis<strong>on</strong> was c<strong>on</strong>ducted to assess the costs associated with the different railing<br />
heights.<br />
Due to the heavier materials necessary for vehicular loadings, the cost of railing designed<br />
to withstand vehicular crashes <strong>on</strong> bridges is greater than the cost of a railing designed for<br />
pedestrian and bicyclist loading. Therefore, separate cost comparis<strong>on</strong>s were c<strong>on</strong>ducted<br />
for bridge railing and shared use path railing. The primary source of cost informati<strong>on</strong> for<br />
the cost comparis<strong>on</strong> was the 2004 RSMeans “Heavy C<strong>on</strong>structi<strong>on</strong> Data,” which provides<br />
nati<strong>on</strong>al averaged unit prices for various c<strong>on</strong>structi<strong>on</strong> materials. The unit prices include<br />
the costs of material, labor, overhead, and profit.<br />
The source of cost informati<strong>on</strong> for bridge railings was the New York State Average<br />
Weighted bid prices. These prices can vary greatly from <strong>on</strong>e state to the next depending<br />
<strong>on</strong> labor and material costs, and the design of the state’s standard bridge railing systems.<br />
New York has developed a system of similar standard bridge railings that vary in size,<br />
height, and number of rails depending <strong>on</strong> the intended use. Two- and three-rail systems<br />
are used for bridges that accommodate <strong>on</strong>ly vehicular traffic. Four-rail (42-inch high)<br />
systems are used for bridges that accommodate pedestrian traffic. Five-rail (56-inch<br />
high) systems are used <strong>on</strong> bridges that require added protecti<strong>on</strong> for bicyclists. The use of<br />
a similar rail system with multiple rails allows for an easy cost comparis<strong>on</strong>. Although the<br />
bid prices are unique to New York, the relative costs are useful in illustrating the cost<br />
effect of adding an additi<strong>on</strong>al rail.<br />
In additi<strong>on</strong> to the cost difference between a 1.1-meter (42-inch) and a 1.4-meter (54-inch)<br />
railing height, the cost of railing compared with the rest of the facilities was also<br />
investigated.<br />
28