8.2.5 Evaluate Alternatives
After alternatives and evaluation criteria have been defined, each alternative is assessed based on selected criteria. For example, for the safety evaluation criteria, safety performance of the alternatives is evaluated. Design elements should be modified to optimize safety. Alternatives are analyzed using a welldefined, developed, calibrated, and validated baseline model.
Sensitivity analysis is used in the decisionmaking process for choosing among alternatives or for determining which alternatives maintain a certain level of mobility or safety. For example, sensitivity analysis could be performed by increasing traffic projections by 5 to 15 percent to determine how the study area would operate with increased traffic. Procedures for conducting traffic analyses are detailed in
Chapters 4, 9, 10, 11, 12, 13,
and 14
.Alternative Evaluation Guidance:
- Levels of Alternatives Analysis:Different levels of alternatives analysis are performed based on the scope, size, and complexity of the project. Network/corridor-level alternatives have a bigger scale and regional impact; these alternatives can use sketch-level or macroscopic tools or TDM outputs to assess alternatives. Intersection or interchange-level alternatives analysis are more localized and location-specific, so deterministic tools, traffic signal optimization tools, or simulation tools can be used to compare alternatives. Comparing alternatives includes comparing different build scenarios to the no-build scenario.
- Evaluation Results Narrative:It is recommended that evaluation results comprehensively describe the benefits and costs of each alternative. Evaluation results are typically described narratively and organized such that the preferred alternative is evident. Provide justification explaining how the preferred alternative meets project evaluation criteria and satisfies the project’s purpose and need.
- Discarded Alternatives:Evaluation results clarify why non-selected alternatives were discarded. Discarded alternatives are documented.
- Scoring:Generally, quantitative analysis results are converted to qualitative scores that are then compared to identify the preferred alternative.
Criterion Type | Criterion | Unit | Alternatives | |||
---|---|---|---|---|---|---|
No Build | Extend Widening | Couplet | Bypass | |||
Safety | Predicted crash frequency | Crashes per Year | 60 | 60 | 50 | 40 |
NPV of crash savings | Dollars | $- | $- | $10,000,000 | $20,000,000 | |
Mobility | LOS - Intersection 1 | Grade | C | B | C | F |
Delay - Intersection 1 | sec/veh | 25 | 18 | 87 | 21 | |
LOS - Intersection 2 | Grade | B | B | D | C | |
Delay - Intersection 2 | sec/veh | 14 | 10 | 51 | 26 | |
Access | Bicycle lane-miles | Miles | - | 3 | 6 | - |
Transit lane-miles | Miles | - | 3 | 6 | 8 | |
Other | Proposed ROW Acquisition (Actual) | Square Feet | 105,037 | 105,037 | 91,016 | 121,489 |
*Residential Parcels Impacted | Number | 19 | 19 | 25 | 104 | |
*Commercial Parcels Impacted | Number | - | - | 1 | - | |
Cost | Dollars | $1,000,000 | $8,000,000 | $12,000,000 | $15,000,000 |
*Impacted is defined as parcels with ROW is impacted by the alternative design
Criterion | Measures | Alternative with *Rating (1-5) | |||||||
---|---|---|---|---|---|---|---|---|---|
No-Build | Extend Widening to Third Street | One-Way Couplet | Two-Lane Elevated Bypass | ||||||
Safety | Conflict points and driver expectancy | 2 | Merge, no access management | 4 | No merge, installed access manageme nt | 4 | Two-to-one-way conversion, introducing uncommon operation, fewer conflict points at intersections | 2 | High speeds, introducing uncommon operation |
Mobility | Travel speed, roadway capacity, and intersection capacity (Delay and LOS) | 1 | No increased capacity | 3 | Increased capacity | 4 | Increased capacity, fewer phases at traffic signals | 5 | Increased capacity |
Access | Property entry/exit points and local route distance | 4 | No access management | 3 | Restricted access (raised median) | 2 | Limits access, increases trip distance | 1 | Access controlled |
Property Impacts | Environmental and historic impacts | 5 | No ROW necessary | 3 | 50-foot ROW necessary | 5 | No ROW necessary | 1 | 100-foot ROW necessary |
ROW Cost | Cost of ROW expected to be purchased | 5 | No ROW necessary | 3 | 50-foot ROW necessary | 5 | No ROW necessary | 1 | 100-foot ROW necessary |
Construction Cost | Cost of materials to construct improvements | 5 | No improvement | 3 | Widening Main Street | 3 | Reconstructing Main Street, widening Washington Avenue | 1 | Elevated structure, widening Main Street |
Development Potential | Potential economic benefits | 2 | None | 3 | Increased volume | 5 | ROW made available for social/aesthetic improvements | 1 | None |
*Rating scale is from 1-5. 1 signifies the best rating and 5 signifies the worst rating
- B/C Analysis:Benefits and costs of each alternative are typically monetized so that alternatives can be compared economically. HSM procedures are typically used to monetize safety impacts. TxDOT’s Road User Cost (seeAppendix I, Section 2 – External References (Reference 2)) can be used to monetize vehicle operating impacts.