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TR Circular E-C058_9th LRT Conference_2003.pdf - Florida ...

TR Circular E-C058_9th LRT Conference_2003.pdf - Florida ...

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362 Transportation Research <strong>Circular</strong> E-<strong>C058</strong>: <strong>9th</strong> National Light Rail Transit <strong>Conference</strong><br />

service levels at or near practical (site-specific) maxima. This suggests that, at least in some<br />

cities and corridors, unserved demand does still exist. Examples include<br />

• Portland: A September 1998 service increase was followed by a large ridership<br />

increase. Weekday vehicle-trips were increased by 31%, from 388 to 510. Weekday services<br />

(train-trips) were increased by 19%, from 213 to 255. Eastside Line ridership at October 1998<br />

was 37,200 passengers per weekday (p/w), up by 34% from the October 1996 level of 27,700<br />

p/w. An expanded vehicle fleet permitted a peak-period service increase from 17 to 22 vhd, or<br />

29%. This was accompanied by a 17.5% peak-hour ridership increase, from 2,100 to 2,500 phd.<br />

The majority of the weekday ridership growth occurred outside of the peak-period, peakdirection<br />

travel market. This may reflect “reverse direction” travel by passengers riding through<br />

from the new Westside Line, which opened in September 1998, to employment centers east of<br />

the CBD.<br />

• Los Angeles: University of Southern California researchers counted 24,100 boardings<br />

in June 1991. Two months later, the operator counted 32,587 boardings. Moore (18) labels the<br />

latter an “outlier” and implicitly questions its veracity. However, peak service frequency was<br />

increased from 10 min to 7.5 min prior to the second count. A 33% service-supply increase,<br />

during the hours when roughly 50% of weekday transit ridership occurs in the United States, is a<br />

very significant change and corresponds well to the 35% increase in reported boardings. The<br />

explanation offered by Moore (18), reduction of parallel bus service, was much too small to<br />

account for this. 6<br />

Peak Service Supply and Peak Vehicle Occupancy: Theory Versus Practice<br />

Previous modal comparisons and planning studies often assumed different, usually higher,<br />

service-supply and vehicle-occupancy levels from those observed in actual operation. Results are<br />

therefore biased in a manner that does not reflect actual experience.<br />

Observed PVO in most metropolitan areas is much less than vehicle capacity usually<br />

assumed by planners. This comes as no surprise. Transit vehicle capacity ratings typically reflect<br />

arbitrary standards of floor space per passenger, and are highly inconsistent between operators.<br />

The authors have not found any cases where loading standards were based on the wishes of<br />

consumers, demonstrated consumer choice, or feedback from surveys of potential passengers or<br />

focus groups.<br />

Observed PVO reflects a complex relationship among several demand and supply factors.<br />

It is also an important indicator of consumer choice, and reflects willingness to travel as a<br />

standing passenger and willingness to tolerate existing levels of crowding aboard transit vehicles<br />

(whether standing or seated). Ancillary effects of high crowding levels also influence this choice:<br />

increased loading and unloading (dwell) times, irregular intervals between vehicles and lack of<br />

space onboard. PVO levels off at the point where, on average, prospective passengers choose to<br />

travel at a different time or by a different mode.<br />

It is now clear that U.S. and Canadian consumers will not accept the PVO standards used<br />

for many planning studies during the 1970s and 1980s. This is demonstrated by the stabilization<br />

of observed PVO at similar levels in corridors having a wide range of demand characteristics<br />

(Table 1–3). In Portland, operator staff members have concluded that Portland transit passengers<br />

will not accept <strong>LRT</strong> vehicle occupancies greater than 135 p/v (4.9 p/m), except for special<br />

events. Prior to construction, <strong>LRT</strong> planners estimated the capacity of each 90-ft vehicle at 166

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