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Bicycle Railing Height Report - AASHTO - Subcommittee on Design

Bicycle Railing Height Report - AASHTO - Subcommittee on Design

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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 />

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