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capacity improvement is constructed, the level of service for that improved road shall be “D” during peak hour, peak season, peak direction conditions, o CR510 – 66th Avenue to US Highway 1 (scheduled for widening o 37th Street – US Highway 1 to Indian River Boulevard (scheduled for widening or alternately mitigated by extension of Aviation Boulevard from US 1 to 37th Street) During the time period before major capacity improvements are provided for these two roads, proposed major development projects approved by the planning and zoning commission or board of county commissioners that will impact either or both of the roads may, based on a traffic study approved by the Public Works Director, be approved with conditions related to provisions for interim roadway improvements that mitigate project impacts on one or both roads. For SIS/Florida Intrastate Highway System roadways, targets of level of service “B” are desirable for is adopted for rural areas, and level of service “C” is desirable adopted for urban areas. Policy 1.4: No A development project shall be approved for purposes of transportation concurrency if the projected impacts of the project does not would serve to reduce service levels of any roadway on the traffic circulation system below the standards identified in Policy 1.1, or if proportionate share for the identified roadway improvement is provided.. Conditions applicable to this policy are as follows:  Development project shall be defined as any activity, which requires issuance of a development order. This includes: comprehensive plan amendment, rezonings, site plan approval, preliminary plat approval, preliminary PD approval, DRI development order approval, preliminary PD approval, and DRI development order approval. Projected project traffic shall be based on the application of ITE trip rates (Trip Generation, 127th Edition or subsequent editions), Indian River County trip rates, or applicant derived/county approved trip rates for the proposed use(s) to the project.  Existing service level will be derived by using the peak hour/peak season/peak direction traffic volume ranges. Volume shall be the sum of existing demand plus committed demand. This is described in the concurrency management system component of the Capital Improvements Element.  Capacity shall be calculated as specified in the state road category of the appropriate table in the most current version of Florida's Level of Service Handbook, using peak hour/peak season/peak direction default table assumptions and appropriate adjustment factors. As an alternative, capacity may be determined by ART-PLAN analysis, HCM analysis, speed delay studies, or other generally accepted capacity determination methodology PAGE 69