The interactive route-redesign tool, corridor maps, candidate stops, headway scheduling, and ridership projections, is being finalized. The numbers it depends on are already published in the cost-benefit analysis. This page explains what is in it and what comes next.
The Clarke-Wright routing algorithm and FTA Circular 9040.1G stop spacing standard have already been run. These numbers are from the pipeline output. The public-facing dashboard to present them is what remains.
The optimized Route 27 spine with 13 new candidate stops placed by the model in neighborhoods that currently have no service. Each stop has a benefit-cost ratio under FTA Circular 9040.1G spacing rules. The highest-ranked are mapped first.
Frequency by time-of-day window using the Mohring (1972) wait-time formula, calibrated to the demand model. Includes peak and off-peak headways and the school-trip windows that drive Route 76 demand at LGHS.
Daily boardings by route, derived from the Transit Demand Index (population density, zero-vehicle households, transit commute share, income, age dependence, and employment) plus the student survey for school trips.
The standalone case for restoring service to the 95033 mountain communities that lost their only transit link in 2010. Capital, operating cost, expected boardings, and the BCR comparison against doing nothing.
Route 76 ran from downtown Los Gatos to Summit Road in the 95033 zip code, serving roughly 8,000 mountain-community residents including students at LGHS. It was discontinued in June 2010. The bus stop signs are still standing.
The cost-benefit model has already evaluated the restoration scenario. The numbers below are from Phase A3 of the analysis.
| Method | What it does | Standard |
|---|---|---|
| Clarke-Wright | Builds efficient route sequences by merging trip pairs wherever the distance saving is positive. Applied to the 16-district origin-destination matrix. | TCRP Report 19 |
| FTA 9040.1G spacing | Minimum and maximum stop spacing rules: quarter-mile in urban zones (D1 to D5, D7), half-mile in suburban zones. Candidate stops that violate spacing are rejected. | FTA Circular 9040.1G, now superseded by 9040.1H |
| Mohring headways | Derives optimal frequency from ridership demand. Higher demand justifies shorter headways because the wait-time cost is shared among more passengers. | Mohring (1972), Transport Economics |
| Stop BCR | Each new candidate stop is evaluated on a 20-year benefit-cost ratio using marginal walkshed population, estimated new boardings, and the USDOT BCA 2024 value per boarding. | USDOT BCA Guidance 2024, OMB Circular A-94 |
| School constraints | Union Middle School (14:25 dismissal) and Dartmouth Middle School (15:55 dismissal) are hard constraints. The schedule must deliver a trip within 10 minutes of each dismissal window. | Student survey diversion rate, GTFS schedule |
| GTFS output | The pipeline writes a valid GTFS feed for the optimized network: stops.txt, trips.txt, stop_times.txt, routes.txt, calendar.txt, shapes.txt, agency.txt, feed_info.txt. | GTFS Schedule Reference v2.0 |
Every acronym and key concept used in this project. Hover any underlined term in the page text for a definition. Click to jump here.