Trans 209.07(3)(b)5.5. Approaches condition: roadway condition, horizontal and vertical sight distance Trans 209.07(3)(b)6.6. Capacity condition: design, inventory and operating load, posting, maximum vehicle weight, load rating basis, overburden depth Trans 209.07(4)(4) Identify candidate projects. Candidate projects may originate from the following sources: Trans 209.07(4)(a)(a) Segments which have one or more deficiencies based on the analyses of the data collected and developed. Trans 209.07(4)(c)(c) Projects which address problem areas identified by departmental staff. Trans 209.07(4)(d)(d) Projects recommended by elected officials, citizens, local units of governments, regional planning commissions, county highway committees, county traffic safety commissions, etc. Trans 209.07(4)(j)(j) Projects that are eligible for special discretionary federal funding. Trans 209.07(4)(k)(k) Projects that are compatible with and serve to implement state or local transportation plans. Trans 209.07(5)(5) Project deficiency analysis. Candidate projects shall be analyzed at the transportation region office for resurfacing, reconditioning and reconstruction projects and at the central office for bridge, interstate and major projects. Primary criteria used to indicate deficiencies on candidate projects are: Trans 209.07(5)(a)(a) Accident rate or occurrence that is greater than the statewide average. Trans 209.07(5)(b)(b) Volume to capacity ratio that is greater than .8 in the 100th hour at level of service “C’. Trans 209.07(5)(d)(d) Pavement serviceability index that is less than 2.5 on the interstate system, less than 2.25 on a road functionally classified principal arterial or less than 2.0 on all other roads. Trans 209.07(5)(e)(e) Pavement age that is more than 20 years on portland cement concrete or more than 15 years on bituminous pavements. Trans 209.07(5)(h)(h) Bridges that have a sufficiency rating less than 50 or have a condition or load rating of 3 (basically intolerable condition requiring high priority of repair). Trans 209.07(6)(6) Develop alternative project improvement types and cost estimates. The department shall identify a range of practical improvement types for each candidate project. The range of alternatives for highway projects may include: patching and maintenance resurfacing (the equivalent of the “no build” option); improvement resurfacing; minor and major reconditioning; and reconstruction (See Figure 2). Alternatives for bridges shall be: maintenance; rehabilitation; or replacement. Trans 209.07(6)(a)(a) The department shall consider the following factors for the range of alternative improvement levels of a given project: Trans 209.07(6)(a)6.6. The probable project effects concerning safety, energy consumption, economic development and the social and natural environment; Trans 209.07 HistoryHistory: Cr. Register, September, 1981, No. 309, eff. 10-1-81; corrections in (2), (5) (intro.) made under s. 13.92 (4) (b) 6., Stats., Register February 2013 No. 686. Trans 209.08Trans 209.08 Project evaluation and selection criteria. The evaluation and selection of projects shall be directed toward preserving, rehabilitating, and improving the physical condition and serviceability of the state trunk highways and bridges. A combination of both quantitative information and professional judgment shall be used to compare the merits of projects and improvement levels to achieve appropriate statewide consistency. Candidate projects shall be initially evaluated at the region level. At this level, projects are analyzed based on an assessment of local conditions and needs in accordance with the region target mileage guideline and the funding allocation. The candidate projects shall be evaluated by the following criteria where appropriate: Trans 209.08(1)(1) Accomplishing sufficient surface renewal mileage necessary to preserve system serviceability and rideability. The target level of mileage renewal is established by the pavement serviceability index, pavement age and engineering field evaluation. The goal is to maintain an overall average pavement serviceability index of 3.0. Trans 209.08(2)(2) Limiting the more extensive reconditioning, reconstruction, and new facility development projects to those projects where the number or severity of deficiencies exceed statewide averages for safety, geometry or capacity, or where roadbeds are so deficient structurally that resurfacing or minor reconditioning is not a feasible alternative. Trans 209.08(3)(3) Correcting safety problems as defined by accident occurrences and rates exceeding the statewide average or to sites with severe accident potential. Trans 209.08(4)(4) Maximizing the utilization of existing facilities through use of low capital investment projects or transportation system management techniques such as signalization, channelization, access control, park and ride lots, etc. Trans 209.08(5)(5) Selectively rehabilitating or replacing, as appropriate, those bridges: Trans 209.08(5)(b)(b) That cannot be effectively maintained, based on the field inspections and office appraisals; Trans 209.08(5)(c)(c) That are functionally obsolete (geometric deficiencies of narrow width, restricted clearance, poor alignment, general safety) or expected to become unsatisfactory in structural or condition rating within the program period. Trans 209.08(6)(6) Considering the project development lead time of 2-10 years and the complexity of the project. Trans 209.08(7)(7) Utilizing the results of benefit/cost analysis or other cost effectiveness techniques to establish funding priorities for safety projects and for evaluating alternatives and relative merits of competing major projects. Trans 209.08(8)(8) Determining the extent of public acceptability or local support through such things as informational hearings, local governmental meetings and correspondence. Trans 209.08(9)(9) Identifying the nature and extent of environmental, energy, social and economic effects on high level recondition and reconstruction projects on an overall basis. Trans 209.08(10)(10) Determining the community effects and benefits including traffic service, safety, air and noise quality and overall community improvement. Trans 209.08(11)(11) Identifying the availability of and eligibility for federal, state and local funding to optimize use of all funds. Trans 209.08(13)(13) Ensuring compatibility with various local, regional and state plans through cooperation with local units of government, county and regional planning and review agencies and other state agencies. Trans 209.08 HistoryHistory: Cr. Register, September, 1981, No. 309, eff. 10-1-81; correction in (intro.) made under s. 13.92 (4) (b) 6., Stats., Register February 2013 No. 686. Trans 209.09Trans 209.09 Program development and evaluation. Trans 209.09(1)(1) The department shall maintain information on a range of alternative dollar level programs. This information illustrates a range of options and offers the secretary, as well as the governor and the legislature, choices as to the appropriate funding levels for the highway program. Trans 209.09(2)(2) Based on the analysis performed in s. Trans 209.08, the department shall select candidate projects and the appropriate level of improvement. The level of improvement proposed for a candidate project may vary dependent upon the dollar level of the program. Trans 209.09(3)(3) The department shall accomplish both project level and program level evaluations. Evaluations shall assist in the identification of appropriate projects, improvement levels and program dollar levels. Trans 209.09(4)(4) The central office shall review and evaluate the region’s program recommendations with several iterations of development and review necessary to produce a single statewide program. Trans 209.09(5)(5) Project level evaluation shall include comparing the extent and severity of deficiencies:
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