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• <br /> Feb. 8, 1983 BIKEWAYS ,4_ <br /> • <br /> render a logical "beginning" and "ending". Due to limited ordinated operation. Therefore, the designer and adminis- <br /> funds the opportunity may or may not present itself to trator responsible for the project should require input from <br /> complete a desired link at a later date. all affected parties at an early stage of project development <br /> to avoid last minute decision-making. <br /> 1. Determine appropriate standard <br /> 3. Evaluate the probability of implementing adjacent <br /> a. No build - The no-build option would be used improvements. The probability of implementing the im- <br /> when: provements on the rest of the major bikeway segment <br /> — the present road design and traffic volume should then be evaluated. A rough estimate of the cost to <br /> render an acceptable service level ("good"or "fair"rank) accomplish these improvements should be made. Then <br /> — the service area is comparatively limited (al- considering the severity of the deficiencies compared to <br /> though the section under study may rank "poor" or "un- the need for improvements on other roads (and off-road <br /> satisfactory") bikeways) and considering the probable long-range funding <br /> — an acceptable parallel road or off-road bikeway capability, a decision should be made on whether or not <br /> is available to the majority of the same destinations as the these desirable improvements are likely to be accomplished <br /> section under study. in the foreseeable future. <br /> b. Minimal level - An investment of this nature C. MINOR ROUTE EVALUATION <br /> would provide either better communication to travelers <br /> through the signing of an acceptable route or through the A minor route is a road or off-road bikeway that <br /> placement of special informational signs to cyclists; or serves as a tributary to the major bikeway route. The ser- <br /> through the construction of a bituminous shoulder of vice area is significant at a local level,and serves to support <br /> relative dimension to the inplace aggregate shoulder (not the principal travel corridor. Minor routes function as <br /> less than 4' unless under extenuating circumstances). The collectors from cities, parks, commercial/residential areas <br /> minimal level of effort generally should be avoided if it to the major bikeway system. Normally minor routes <br /> renders less than a fair rating unless geometrics and financ- are existent "good" or "fair" roads, however if these • <br /> ing of the project prohibit such a design. Generally speak- routes are rated "poor" or "unsatisfactory", the design <br /> ing projects constructed at minimal level render a travel should not exceed the present or proposed standards of the <br /> corridor of greater perceived safety -- this design should major bikeway route design(or desired design). <br /> be the exception to the standard whereby the objective is <br /> a fair rating. Because there are several combinations of conditions <br /> that will be encountered when evaluating proposed pro- <br /> c. Moderate level - The moderate level standard jects, it is important for the designer to get the "big pic- <br /> would render a "fair" rating without major alteration to ture" of the proposed project area and surrounding vicinity <br /> the existing road geometrics/drainage structure, etc. This to provide design continuity (an acceptable level of Stan- <br /> standard is the norm, whereby the achievement of a "fair" dards at a minimum cost). <br /> rating would produce a travel corridor acceptable to the <br /> average cyclist's skills and needs. Motorized traffic along (1) Ideally the standards used should produce a <br /> roads rated fair mix well with non-motorized traffic uniformly consistent "rating" level while minimizing the <br /> through the implementation of this standard. variance in design so as to not confuse motorists or cyclists. <br /> Anticipation and predictability of the design of a travel <br /> d. Major level - Often times projects involving the corrridor often times can minimize the potential for acci- <br /> entire roadway (i.e., new road construction, overlay pro- dents. <br /> jects, etc.) should take into account the travel needs of <br /> cyclists. The review process is the same as presented pre- (2) All crossings of public roadways should be done <br /> viously (i.e., road analysis, parallel suitable routes, service at intersections at specially marked areas. This is a par- <br /> areas) yet the problem of retrofitting a provision for ticular concern when designing off-road bikeways because <br /> bikeways is not present. As with all transportation invest- of the lack of driver reaction time to an unexpected cyclist <br /> menu, a thorough investigation must be conducted to maneuver. <br /> determine how to best serve the traveling public with <br /> available funds. <br /> 2. Evaluate the probability of implementing the pro- <br /> posed project. The probability of implementing the project • <br /> should be studied in conjunction with those agencies and <br /> local units of government directly impacted. Construction <br /> schedules should be flexible, yet provide enough guidance <br /> to the implementing agency to provide for a well-co- <br />