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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 />

length of the project, and vertical clearance under the structure. For example, an increase<br />

in rail height creating a cost difference of $125 per linear meter ($22,500 total) <strong>on</strong> a 90-<br />

meter (approximately 300-foot) l<strong>on</strong>g multi-span steel multi-girder bridge with an overall<br />

price of $3,000,000 <strong>on</strong>ly represents 0.8% of the total project cost.<br />

In summary, the difference in cost between a 1.1 meter (42 inch) and a 1.4-meter (54-<br />

inch) high railing al<strong>on</strong>g <strong>on</strong>e side of a shared use path is approximately $40 per linear<br />

meter which represents approximately 15% of the cost of a shared use path.<br />

The difference in cost of a four-rail 1.1 meter (42 inch) and a five-rail 1.4-meter (54-inch)<br />

high combinati<strong>on</strong> railing <strong>on</strong> both sides of a bridge is approximately $125 per linear<br />

meter, or less than <strong>on</strong>e percent of the total cost of the bridge.<br />

It is interesting to note here that the increase in cost of installing a combinati<strong>on</strong> pedestrian<br />

railing instead of a bicycle railing is <strong>on</strong>ly an increase of approximately 80$ per linear<br />

meter.<br />

Additi<strong>on</strong>al Issues Related to <str<strong>on</strong>g>Railing</str<strong>on</strong>g>s<br />

Resp<strong>on</strong>dents to the survey introduced several additi<strong>on</strong>al issues for c<strong>on</strong>siderati<strong>on</strong> when<br />

determining appropriate railing heights for bridges and bicycle paths. Additi<strong>on</strong>al factors<br />

to c<strong>on</strong>sider include the affects of wind <strong>on</strong> the bicycle facility and the use of the facility by<br />

equestrians and cross-country skiers.<br />

Wind<br />

In many coastal areas, bridges are key links in creating c<strong>on</strong>tinuous paths. Bridges<br />

provide bicyclists and pedestrians with the opportunity to experience spectacular land and<br />

water views. However, bridges in coastal areas are exposed to different weather elements<br />

(mainly related to wind exposure) than those located inland. Several resp<strong>on</strong>dents<br />

indicated that a 1.4-meter (54-inch) high railing <strong>on</strong> coastal bridges protects bicyclists<br />

from str<strong>on</strong>g winds.<br />

Equestrians and Cross Country Skiers<br />

<str<strong>on</strong>g>Railing</str<strong>on</strong>g>s <strong>on</strong> shared-use paths could be inadequate<br />

for the needs of equestrians and cross-country<br />

skiers. An equestrian mounted <strong>on</strong> a horse is above<br />

the normal height of a bicycle railing. Additi<strong>on</strong>ally,<br />

individuals who participate in cross-country skiing<br />

in areas of high snowfall tend to encounter<br />

undersized or snow-buried railings. Resp<strong>on</strong>dents<br />

indicated that the 1.4-meter (54-inch) railing was<br />

more practical than a 1.1-meter (42-inch) railing <strong>on</strong><br />

shared-use paths that experience high snowfall<br />

accumulati<strong>on</strong>s and active cross-country skiing use.<br />

Figure 12 depicts a 1.2-meter (48-inch) railing in<br />

Stowe, VT, reduced to 0.8 meters (30 inches) due to<br />

Figure 12 - Bridge with Snow<br />

Accumulati<strong>on</strong> Source: Bruce Burgess<br />

31

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