NTRAC Final Study - Nebraska Department of Roads - State of ...
NTRAC Final Study - Nebraska Department of Roads - State of ...
NTRAC Final Study - Nebraska Department of Roads - State of ...
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CHAPTER 3 – RIDERSHIP POTENTIAL<br />
2. Intercity trips per 1995 American Travel Survey (ATS), unless otherwise specified. Trips are between<br />
cities.<br />
3. Fresno-Bakersfield has 69,198 Amtrak riders. An estimated 20 percent have origins and destinations<br />
in Bakersfield and Fresno. An estimated 80 percent are transferring to connecting buses to the Los<br />
Angeles area.<br />
4. Omaha-Lincoln total trips provided by NDOR.<br />
5. Springfield-Windsor-Hartford total intercity trips estimated from Connecticut <strong>Department</strong> <strong>of</strong><br />
Transportation Average Daily Traffic figures, plus 1 percent for bus, and Amtrak figures.<br />
6. St. Louis-Kansas City figures from unpublished ATS data.<br />
The “Southeast High Speed Rail Market and Demand <strong>Study</strong>” also measured rail shares, plus bus<br />
shares (please see the calculations in the Appendix Table A-3). Its conclusion is that the average<br />
rail share is just under 1.81 percent in the various markets. The chief difference in the two data<br />
sets is that the O/D pairs in the high speed corridors tend to have longer distances that those<br />
shown in Table 3-4. It would appear that the longer the distance, the higher the rail capture rate.<br />
For the purposes <strong>of</strong> this analysis, a middle range, optimistic rail capture <strong>of</strong> 1 percent is assumed.<br />
The high speed study showed an average bus share <strong>of</strong> 0.11 percent, including many <strong>of</strong> the same<br />
markets counted for rail. This study assumes an optimistic bus capture rate <strong>of</strong> half that for rail,<br />
i.e. 0.5 percent: this rate is reasonably close to the bus capture rate achieved in some markets<br />
counted in the high speed rail study.<br />
In Table 3-5, these rail and bus capture rates are applied to the estimated 2010 motor vehicle<br />
volume between various cities in a corridor. The 2010 O-D volume was updated from the 2000<br />
O-D volume provided by NDOR and shown in Chapter 2. Updates were based on the average <strong>of</strong><br />
the projected increase in total population <strong>of</strong> the counties in which the O-D cities are located (per<br />
the Bureau <strong>of</strong> Business Research, UNL). The update approach differs from that used to estimate<br />
2010 work trips in previous tables, in that the growth in work trips between 2000 and 2010 was a<br />
direct function <strong>of</strong> the growth in work trips during the preceding decade. While Table 3-5 is not<br />
directly comparable to the previous tables, it does provide a logical basis for analysis to total<br />
intercity trips in the corridor.<br />
That said, clearly, the corridor with the largest intercity rail and bus potential is between Kearney<br />
and Omaha (both directions represented). This is because it incorporates Lincoln-Omaha travel,<br />
<strong>of</strong> which part is commuting between the two cities. The volume for the South Sioux City to<br />
<strong>Nebraska</strong> City corridor does not include travel between Sioux City, Iowa and <strong>Nebraska</strong> cities in<br />
the corridor. Presumably, the majority <strong>of</strong> travel between Sioux City, IA and Omaha, the largest<br />
<strong>Nebraska</strong> population center, goes by I-29 through Iowa.<br />
It must be noted that the estimated rail and bus shares for 2010 may be somewhat more or less<br />
than those experienced today. For example, the most recent Amtrak data showed 100 annual<br />
riders between Lincoln and Omaha, a number higher than the total estimated in Table 3-5 below.<br />
Still, the 87 trips shown is representative <strong>of</strong> the scale <strong>of</strong> annual ridership that could be expected.<br />
The same would hold true for bus.<br />
384180<br />
NEBRASKA TRANSIT CORRIDORS STUDY<br />
Page 3 - 9<br />
WILBUR SMITH ASSOCIATES