06 February 2010

Prunings and Removals

Expanding and electrifying the peninsula rail corridor will certainly impact many trees that grow alongside the tracks. The issue was already studied in some depth by Caltrain, which hired a certified arborist in 2003 to produce a Tree Survey and Assessment (6 MB PDF file) for its electrification project EIR (separately from the HSR EIR). This assessment did not include the effect of expanding the width of the corridor from two to four tracks for the HSR project, but it offers some interesting observations:
  • There are an estimated 19,250 trees adjacent to the Caltrain right of way between San Francisco and Gilroy.
  • Approximately 1,727 trees (9% of the total) would be impacted by the two-track electrification project.
  • Most of the impacted trees grow on private property, which makes any pruning or removal subject to local tree ordinances. (Trees on railroad land are not subject to tree ordinances.)
The tree survey includes a detailed tree-by-tree assessment of some of the densest tree canopies along the rail corridor, such as Atherton and Burlingame. It also includes a mile-by-mile summary of vegetation intensity on each side of the corridor, graphed in the figure at right. 1 = generally clear, 2 = scattered or intermittent, and 3 = dense with long stretches of continuous canopy.

How does the situation change with four electrified tracks? While the corridor generally provides sufficient space for four tracks, many more trees would be impacted because electrified tracks would be moved closer to the edges of the right-of-way than envisioned in the tree survey, which only studied impacts from electrification of the two existing tracks. One would expect many more trees to be impacted by the proximity of high voltage wires.

The Vegetation Grief Index

One possible way to quantify the relative HSR impacts to trees along the rail corridor is to combine the vegetation intensity index with the corridor width from San Francisco to San Jose. It's an interesting exercise because more trees will be impacted where the corridor is narrow. Take the sum of the vegetation intensity on both sides of the corridor, subtract two (so that we don't count "generally clear" areas), and simply divide by the width of the corridor. This is the formula for a Vegetation Grief Index (VGI), which is highest when the corridor is narrow and the vegetation is dense. The result is shown at left.

Interestingly, the VGI exceeds 3 in those communities (such as Burlingame, Atherton, Menlo Park and Palo Alto) that are the most worried about the HSR project and have formed the Peninsula Cities Consortium to advocate for their concerns. More generally speaking, the VGI seems to be an excellent predictor of anti-HSR sentiment among residents.

That might suggest that a key position is missing from the Peninsula Rail Program: a full-time certified arborist.

30 January 2010

Football Island

Running Caltrain down the middle of the peninsula corridor, with HSR tracks flanking it on the outside, would maximize operating flexibility. For both HSR and Caltrain, the many pros and few cons of this "fast-slow-slow-fast" (FSSF) configuration were discussed before. In this configuration, each Caltrain station would have a single central island platform accessed via stairs, ramps and/or elevators from grade-separated streets or pedestrian tunnels running underneath and perpendicular to the tracks.

The archetypal Caltrain station would consist of a 750-foot island platform (sufficient for 8-car trains), 30 feet across at its widest point. The tracks would slew apart and drape along either side of the platform along a gentle curve, with the platform tapering slightly at its ends. The technical term for such a track arrangement is a "wow" around the platform. Pedestrian access in the form of stairs and ramps could be built beyond the ends of the platform. Seen from above, the arrangement would look vaguely like an elongated football--hence the name, Football Island.

On Football Island, the typical station amenities would be shared among both northbound and southbound directions. One set of ticket vending machines, passenger shelters, benches, lighting, visual information displays, etc. would suffice to serve both directions. The platform space itself would be about twice as wide as today's Caltrain platforms, providing a safe space for waiting passengers well away from any trains that might speed past the platform without stopping. Access to and egress from the platform would occur at both ends and near the middle (total 3 places) to provide a safe waiting space without confined dead-ends. More people would be present on a platform that serves both directions, so passengers would be less likely to feel isolated or unsafe.

Underneath Football Island, cross streets (as typically found near Caltrain stations) would pass under the station, typically near the ends of the platform--although the design is flexibly adaptable to any local street configuration. Bus stops would be located right underneath the platform, allowing connecting passengers to switch between bus and train via a single flight of stairs (or a single ramp) without ever needing an umbrella during rainy season.

The station would connect into the pedestrian fabric of each town with six different approaches (3 paths under the tracks, each accessible from east and west.) There would never be any confusion as to which platform to wait on, and clear signage on the platform and trains would indicate the correct service direction to new users and regular commuters alike.

Football Island would be replicated at every Caltrain station for a consistent look and feel, with minor variations to accommodate the local street configuration.

Yes But...

The Football Island concept does not fit the stereotype of what an American commuter rail station looks like. That's why the people in charge of designing new stations for the peninsula corridor might initially be suspicious of the idea. Here is a list of objections they might raise.
  1. Platforms must be tangent (straight) to meet ADA regulations.

    In today's regulatory environment, "curved platform" might seem like an oxymoron. Just like a turning semi-truck needs additional clearance on the inside of the turn, long train cars serving a curved platform need a wider gap to clear the edge of the platform. This eats into the maximum 3-inch gap permissible under ADA regulations. By how much? Football Island would be built on such a wide curve radius (10 km / 6 miles) that an 85-foot passenger car would have a maximum lateral displacement of 4.5 mm (3/16 inch), which amounts to just 1/16th of the permissible gap. For ADA level boarding purposes, Football Island is essentially a tangent platform. Unfortunately, the specifications for HSR (TM 2.2.4 section 6.1.3) limit platform curvature to a minimum of 20 km / 12 miles, and only under exceptional circumstances requiring special approval.

  2. HSR passengers would be uncomfortable with all the twisting and wowing around Caltrain stations. Straight tracks are necessary for a smoother ride.

    The 10 km curve radius (zero-degree, ten-minute curve in ancestral railroad units) is very gentle for the 200 km/h (125 mph) maximum speed envisioned on the peninsula. The curve could be fully compensated by less than 50 mm (2 inches) of superelevation on the outside pair of HSR tracks, something exceedingly unlikely to cause discomfort or motion sickness, let alone spill anyone's coffee. The inside tracks for Caltrain would not need any superelevation at all. Again, unfortunately, the specifications for HSR (TM 2.1.2) state right up front that "Over four changes in direction per mile shall constitute an Exceptional condition." That's all well and good at 220 mph, when a mile flashes by in 16 seconds, but this standard is overkill at a more sedate 125 mph.

  3. Curved track is more difficult and expensive to maintain than straight track.

    For card-carrying AREMA members accustomed to laying out freight tracks, this principle may hold true. Not so for high-speed passenger rail: the precise alignment and maintenance required to operate at 200 km/h (125 mph) is equally demanding on straight track and curved track. As to complexity of the alignment, we can safely say that ancestral 100-foot chains have been replaced by lasers, GPS and computer-driven tamping and lining machines that can dress track to millimeter accuracy, regardless of whether it is straight or ever so slightly curved as in the case of Football Island. The wheel-rail interface won't know the difference between tangent track and a 10 km (6 mi.) radius curve driven at just 200 km/h (125 mph); additional wear will be nil.

  4. Football Island would require much more land, to provide clearance for the tracks to wow around the platform.

    Not that much more.

    Compared to a traditional arrangement with 16-foot outside platforms (blue lines), Football Island (red lines) requires 2220 m2 (24,000 square feet or 0.5 acres) of additional space. This extra space is shown by the area shaded green in the figure at right, assuming that the right-of-way boundary is 4.5 m (15 ft) from the nearest track center line.

    Compared to yet another candidate configuration, a one-sided wow with three straight tracks and one track wowing around an island platform with a radius tightened to 7.7 km (to account for slower commuter train speeds), Football Island uses about 0.2 acres less land. See figure at left; the blue side-wow configuration uses additional area shaded green, minus the portion shaded gray. The green area is larger than the gray area, showing why the side-wow configuration uses more land than the Football Island configuration.

  5. Placing an island platform between the tracks impedes passenger access.

    While an island platform indeed prevents direct access along its entire length from the local area around the station, consider that a typical Caltrain passenger will use the same station twice per trip: once on each leg of the journey, using the northbound and southbound platforms once each. Therefore, even with outside platforms, the passenger must use grade-separated undercrossings on at least one leg of the journey. If you tally the number of stairs and the distance walked through access facilities on a roundtrip journey--an objective measure of accessibility--Football Island is no worse than a grade-separated conventional outside platform, especially if the station is elevated.

  6. Nobody else does it that way.

    Anybody in Silicon Valley would tell you that's no reason to be afraid to innovate. Nevertheless, there is a precedent as shown in the opening photo: the FSSF configuration with island commuter platforms is used to great advantage in Stockholm, Sweden, where the 200 km/h (125 mph) non-stop Arlanda Express runs on the outside tracks, with local commuter service on the inside tracks with island platforms. The photo above was taken from about 1:40 in this video. Another video shows an amazing side-by-side race with an Arlanda Express, shot from the cab of a commuter train; note crossovers providing access between slow and fast tracks.
The Football Island concept deserves serious scrutiny for the Analysis of Alternatives process currently underway for the peninsula rail corridor, and it should not be dismissed out of hand just because a couple of poorly conceived requirements stand in the way.

Football island would enhance the peninsula commute while ensuring the smooth flow of local and express traffic, without requiring hulking flyover structures or stacked arrangements to provide flexible access between slow and fast tracks.

26 January 2010

Petition for Waiver of Compliance

Caltrain's petition for a waiver of compliance from certain FRA crash safety standards is on the federal docket as of Monday, January 25th. This marks the start of a 45-day comment period. All documents associated with the petition can be found under docket number FRA-2009-0124.

Obtaining this waiver is key to the transition from Caltrain's existing equipment to the latest European-style electric trains (which meet different but equally effective crash safety standards), and also blazes an important regulatory trail for the peninsula HSR project.

It will be interesting to watch what sorts of comments are received, e.g. from freight customers potentially dissatisfied by more restrictive operating hours (midnight to 5 AM) or from U.S.-based vehicle manufacturers who might fear the market being opened to European suppliers. Stay tuned.

20 January 2010

Development Oriented Transit

In San Carlos, plans are afoot to build a so-called "Transit Village" on a strip of vacant land adjacent to the train station. The land, owned by Caltrain and SamTrans, the county transit agency, was acquired for construction of the grade-separated berm (see Focus on San Carlos).

The Draft EIR for the Transit Village project is currently open for public comment.

The plans are remarkable for their amazing lack of coordination with the high-speed rail project. The Transit Village FAQ dismisses the issue in one fell swoop:
How will the project affect the proposed high speed rail service?
The project will not affect the proposed high speed rail service because the project site design already incorporates the necessary space for the future high speed rail service.
A recent article in the San Mateo Daily Journal, highlighting concerns about the project, failed to mention the high-speed rail issue even once.

Meanwhile, HNTB, the engineering firm in charge of the peninsula rail corridor, is actively considering several design alternatives that would widen the corridor to well over 100 feet at the San Carlos station. One of these alternatives is to run a pair of HSR tracks west of the existing station, right where the Transit Village buildings are planned. Perhaps this is a game of who gets there first, but no matter which way you slice it, four tracks plus platforms are going to exceed 100 feet in width.

The project EIR includes several site sections, an example of which is reproduced above superimposed with one of the HSR configurations currently under consideration. (Click for the complete diagram, drawn to scale, without any utility easements--i.e. as narrow as possible). If the railroad right of way is not expanded eastward into Old County Road and the adjoining East San Carlos neighborhood, then the required rail corridor will quite literally overlap with the planned buildings as shown in the figure. Short of an actual overlap, even close proximity would be unacceptable from an interior noise standpoint, and would preclude emergency vehicle access to the rear of the buildings. The inescapable conclusion:

The project will very much be affected by HSR, quite possibly up to eminent domain and demolition.

Anyone who says otherwise is trying to sell you a Transit Village. Who will pay for this egregious lack of foresight? Probably the suckers who buy the residential units, and the suckers who pay taxes to fund needlessly expensive right-of-way acquisition. Remember, this little soap opera will take place on land that is currently owned by Caltrain and SamTrans!

Why pull another San Mateo? Have Caltrain and SamTrans learned nothing about sacrificing valuable railroad right-of-way on the altar of cities' pet projects? Is somebody in Sacramento going to wake up and knock some heads together? Or is it on us to foot the bill after the mess is made?

11 January 2010

The Prescriptive Framework

Back in July, the CHSRA issued its annual Program Summary Report summarizing progress to date and laying out the upcoming project tasks. This document contained a comprehensive list of deliverables from the program management team, including a number of engineering technical memoranda and drawings listed on pp. 53-61. These memoranda and drawings have direct bearing on the peninsula rail corridor in that they form the prescriptive framework for all the engineering design.

The Palo Alto grassroots organization Citizens Advocating Responsible Railroad Design (CARRD) requested that these documents be shared with the public. The CHSRA may not have been especially keen to release them, but CARRD's push was persistent and successful.

Keeping in mind that a little knowledge can be a dangerous thing, a few up-front caveats are in order:
  • These documents are guidelines authored by Parsons Brinckerhoff program management staff, ensuring that early designs for each section (performed by HNTB for San Francisco - San Jose) are consistent and compatible. They are not a "design bible" for detailed 100% engineering.
  • The documents cover the entire state, which consists primarily of 220-mph very high speed, dedicated tracks. The peninsula is a different animal, with 125-mph top speeds in a shared corridor with Caltrain and freight trains, so use proper care when applying to or inferring conclusions about specific peninsula situations. The peninsula-specific memo (TM 1.1.7) is due for initial release in June 2010.
  • The documents are a snapshot in time, as of January 2010.
With that out of the way, here is the raw technical data download:

























































































































































































































































































Document NumberTitleType
Program
TM 0.0aDesign Terms and Acronymsmemo
TM 0.115% Design Scopememo
TM 0.3CHSTP Basis of Design Reportmemo
TM 0.5Coordination with Caltransmemo
TM 0.7Design Submittal Protocol memo
Infrastructure
TM 1.1.1Codes, Regulations, Design Standards, and Guidelinesmemo
TM 1.1.2Design Lifememo
TM 1.1.4Mapping and Surveysmemo
TM 1.1.5CADD Guidelinesmemo
TM 1.1.6Alignment Stds for Shared Use Corridor – LA to Anaheimmemo
TM 1.1.8Proposed Methodology for Demarcation of Territorial Subdivisions and Milepost Numericsmemo
TM 1.1.8Subdivisions Milepost Mapmap
TM 1.1.18Design Variance Guidelinesmemo
TM 1.1.1915% Capital Cost Methodmemo
TM 1.1.21Typical Cross Sections for 15% Designmemo
TM 1.1.21Typical Cross Section Directive Drawingsdrawing
TM 2.1.2Alignment Design Standards for High-Speed Train Operationmemo
TM 2.1.3Turnouts and Station Tracksmemo
TM 2.1.7Intrusion Protectionmemo
TM 2.1.8Turnouts and Yard Tracksmemo
TM 2.2.2Station Program Design Guidelines (Policy)memo
TM 2.2.3High-Speed Train Passenger Station Site Design Guidelinesmemo
TM 2.2.4Station Platform Geometric Designmemo
TM 2.2.4Station Platform Directive Drawingsdrawing
TM 2.3.2Structure Design Loadsmemo
TM 2.3.3Design Guidelines for High-Speed Train Aerial Structuresmemo
TM 2.3.3Aerial Structure Directive Drawingsdrawing
TM 2.4.2Basic Tunnel Configurationmemo
TM 2.4.2Tunnel Configuration Directive Drawingsdrawing
TM 2.6.7Earthwork and Track Bed Design Guidelinesmemo
TM 2.7.4Utilities Requirements for 15% Designmemo
TM 2.9.1Geotechnical Investigation Guidelinesmemo
TM 2.9.2Geotech Reports Preparation Guidelinesmemo
TM 2.9.3Geologic and Seismic Hazard Analysis Guidelinesmemo
TM 2.10.4Interim Seismic Design Criteriamemo
Systems
TM 3.1.1.12x25 kV Autotransformer Systemmemo
TM 3.1.1.3Traction Power Supply Sitesmemo
TM 3.1.1.3Traction Power Supply Sites Directive Drawingsdrawing
TM 3.1.5.3Utility Power Supply memo
TM 3.2.1Overhead Contact System Requirementsmemo
TM 3.2.1Overhead Contact System Directive Drawingsdrawing
TM 3.2.3Pantograph Clearancesmemo
TM 3.2.3Pantograph Clearances Directive Drawingsdrawing
Operations
TM 4.1LOSSAN Concept Level Operation Feasibility Studymemo
TM 4.1.1Justification for Two Track Station Configuration – LA to Anaheimmemo
TM 4.2Phase 1 Service Planmemo
Maintenance
TM 5.1Terminal and Heavy Maintenance Facility Guidelinesmemo
TM 5.1Terminal and Heavy Maintenance Facility Directive Drawingsdrawing
TM 5.2Maintenance Of Way Facility Directive Drawingsdrawing
TM 5.3Summary Description of Requirements and Guidelines for: Heavy Maintenance Facility, Terminal Layup/Storage & Maintenance Facilities, and Right-of-Way Maintenance Facilitiesmemo
Rolling Stock
TM 6.1Selected Train Technologiesmemo