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CITY OF HUNTSVILLE
COMPREHENSIVE OPERATIONALANALYSIS
FINAL
DECEMBER 2011
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COMPREHENSIVE OPERATIONAL ANALYSIS | FINALCity of Huntsville
Nelson\Nygaard Consulting Associates Inc. | i
Table of Contents
Page
Executive Summary .................................................................................................................... 1Introduction .................................................................................................................................................. 1Service Assessment Summary .................................................................................................................. 1
1 Existing Conditions ..........................................................................................................1-1Brief History of Shuttle .......................................................................................................................... 1-1Defining Unmet Needs .......................................................................................................................... 1-2Existing Data Analysis ........................................................................................................................... 1-9Unmet Needs Themes In Huntsville ................................................................................................... 1-28
2 Service Recommendations ...............................................................................................2-1Initial Alternatives and Public Outreach ............................................................................................ 2-1Recommended Short-Term Changes .................................................................................................. 2-1Long Range Recommendations .......................................................................................................... 2-19
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Table of Figures
Page
ES-1 Fiscally-Constrained Short-Term Recommendations ........................................................... 3
ES-2 Proposed Span and Frequency for Fiscally Constrained Recommendations ................ 4ES-3 Proposed Revenue Hours and Buses Required .................................................................... 4
ES-4 Long-Range Recommendations (Fiscally Unconstrained) ................................................... 5
Figure 1-1 Alabama A&M Transit Map ............................................................................................... 1-4
Figure 1-2 Huntsville Zoning ................................................................................................................... 1-5
Figure 1-3 Density of Elderly Residents in Huntsville ......................................................................... 1-6
Figure 1-4 Density of Minority Populations in Huntsville ................................................................... 1-7
Figure 1-5 Concentration of Population under the Poverty Level in Huntsville ............................ 1-8
Figure 1-6 Transfer Activity Matrix for Huntsville Shuttle ................................................................. 1-9
Figure 1-7 Average Daily Ridership by Route ................................................................................. 1-10
Figure 1-8 Trips per Revenue Hour Productivity by Route ............................................................. 1-11
Figure 1-9 Daily Ridership and Productivity by Route .................................................................... 1-12Figure 1-10 System Average Daily Ridership Trends ........................................................................ 1-12
Figure 1-11 Route Ridership Trends ...................................................................................................... 1-13
Figure 1-12 On-Time Trips by Route ..................................................................................................... 1-14
Figure 1-13 On-Time Performance by Route ...................................................................................... 1-15
Figure 2-1 Proposed Route 1 Red Core Loop ................................................................................ 2-3
Figure 2-2 Proposed Route 2 Blue Core Loop ................................................................................ 2-5
Figure 2-3 Proposed Route 3 Bridge Street / Holmes .................................................................. 2-6
Figure 2-4 Proposed Route 4 Madison Square / University ........................................................ 2-7
Figure 2-5 Proposed Route 10 South Huntsville .............................................................................. 2-9
Figure 2-6 Proposed Route 6 Southwest Huntsville ...................................................................... 2-11
Figure 2-7 Proposed Route 7 Medaris Road / Alabama A&M University ............................. 2-12Figure 2-8 Proposed Route 8 Alabama A&M University ............................................................. 2-14
Figure 2-9 Proposed Route 9 Northwest Huntsville / Oakwood University ............................ 2-16
Figure 2-10 Proposed Fiscally-Constrained Shuttle System ............................................................. 2-17
Figure 2-11 Proposed Span and Frequency for Fiscally Constrained Recommendations .......... 2-18
Figure 2-12 Proposed Revenue Hours and Buses Required .............................................................. 2-18
Figure 2-13 Estimated Cost for Increased Frequency ........................................................................ 2-19
Figure 2-14 Estimated Cost for Later Weekday Span of Service .................................................. 2-20
Figure 2-15 Estimated Cost for Saturday Service .............................................................................. 2-21
Figure 2-16 Estimated Cost for Earlier Weekday Service ............................................................... 2-21
Figure 2-17 Estimated Cost for Sunday/Holiday Service ................................................................ 2-22
Figure 2-18 Proposed Route 13 Huntsville Crosstown ................................................................... 2-24Figure 2-19 Proposed Route 14 East Huntsville .............................................................................. 2-25
Figure 2-20 Proposed Route 15 Madison / Airport ....................................................................... 2-26
Figure 2-21 Summary of Long-Term Recommendations .................................................................... 2-27
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EXECUTIVE SUMMARY
INTRODUCTION
Nelson \ Nygaard was hired by the City of Huntsville to conduct a comprehensive operational
analysis. A comprehensive operational analysis includes an in depth assessment of how the
existing system is working, an identification of system strengths, weaknesses, and unmet needs,
and the development of a series of short- and long-term recommendations that address both
unmet needs and operational issues.
SERVICE ASSESSMENT SUMMARY
An examination of operating data, land use data, the needs and concerns of existing passengers
and stakeholders, as well as Shuttle staff, revealed several findings regarding Shuttle services.
On-Time Performance The average percentage of trips arriving at timepoints 0-5
minutes late is 50 percent. Passengers cannot depend on the existing schedule and they
cannot depend on transfers being made due to the schedule unreliability. Reliability of
service is one of the key considerations of attracting and maintaining existing riders.
Travel Time is Too Long Shuttle serves a large geographic area, often with one-way
loops, which add significant travel time due to out-of-direction travel. Travel times are
also lengthened by going into multiple business or commercial area parking lots, some of
which have low ridership. The long route travel times are often compounded by long
transfer waits. Most routes come hourly, and they are not timed to meet, which translates
into trip patterns having an average 30-minute wait for a transfer from one bus to
another. Long travel times are a severe disincentive to using Shuttle.
Frequency is Insufficient The Red Core and Blue Core Loops are the only two
routes that operate at 30-minute frequencies. Large portions of both the Red and Blue
Core Loops are served by other routes. In order to attract riders, service must be more
convenient to the places where riders need to go. Operating more routes at 30-minute
service will lead to dramatic ridership increases.
Span of Service The current Shuttle span of service is more designed for social
services than for employment purposes because the service shuts down just after 6 p.m.It is very difficult for anyone working outside of downtown Huntsville to be able to use
Shuttle to access a job that requires an 8 hour shift. Service workers in particular, a
target market for Shuttle, need later service.
Geographical Coverage Overall, Shuttle provides good coverage in areas that can
support fixed-route transit service. The suburban office park environment found in
Research Park is extraordinarily difficult to serve with fixed-route service. The outreach
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process identified several locations for expanded coverage, but the market potential for
each of these is limited.
Short-Term Recommendations
Recommendations were developed to address these operational issues within the existing budget.
Recommendations include the following:
Adjust alignment and schedule of each route to have a 60 or 120 minute running time. In
some cases, routes were extended, and in some cases, routes were shortened. This
recommendation will also cause routes to operate on time all the time.
Create a timed transfer at the downtown Transit Center so that transfers require 10-
minutes or less.
Eliminate the need to transfer in areas outside of downtown Huntsville.
Operate an hour later on key routes in Huntsville.
In order to make these improvements within the existing budget, service was reduced
where duplication with other routes was occurring or demand was low.
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ES-1 Fiscally-Constrained Short-Term Recommendations
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ES-2 Proposed Span and Frequency for Fiscally Constrained Recommendations
Route Proposed Span of Service Proposed Frequency
1 Red Core Loop 6:00 17:52 60-minutes
2 Blue Core Loop 6:00 17:52 60-minutes
3 Holmes 6:00 17:52 60-minutes
4 University 6:00 18:52 30-minutes
6 SW Huntsville 5:15 18:52 30-minutes
7 Medaris / Alabama A&M 6:00 18:52 60-minutes
8 Alabama A&M 6:00 17:52 60-minutes
9 NW Huntsville 6:00 18:30 60-minutes
10 South Huntsville 6:00 18:45 60-minutes
Notes:
First trip begins service at Transit Center at 6:00 a.m. for most routes
All routes except for Route 9 end service at the Transit Center. Route 9 ends service at Jordan Lane/ Sparkman Drive.
Route 4 begins 30-minute service at 6:00 a.m. and ends 30-minute service at 17:00.
Route 6 begins 30-minute service at 6:00 a.m. and ends 30-minute service at 17:00.
ES-3 Proposed Revenue Hours and Buses Required
Route
Proposed Weekday
Revenue Hours Buses Necessary
1 Red Core Loop 11.87 1
2 Blue Core Loop 11.87 1
3 Holmes 11.87 1
4 University 23.73 2
6 SW Huntsville 24.41 2
7 Medaris / Alabama A&M 12.87 1
8 Alabama A&M 11.87 1
9 NW Huntsville 12.5 1
10 South Huntsville 23.5 2
Total 144.51 12
Notes:
Existing Revenue Hours are 142.8, which does not include report time, deadhead time, and closeup time.
The revenue hour figures in this table also do not include report time, deadhead time, and closeup time.
Long Range Recommendations
Transit needs are evident in Huntsville that cannot be accommodated by the existing budget.
Multiple areas of need were identified, including geographic areas where service is necessary,
earlier and later service on weekdays, frequency on weekdays, and service on weekends. The
following recommendations address these transportation needs and the show the approximate
cost for the improved service:
Operate all routes more frequently. Running all routes at 30-minute frequencies will
likely cause system ridership to double.
Operate all routes later in the evening. Students and service workers in particular need
service that ends later at night. A 10:00 p.m. system end time is recommended.
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Operate service on Saturdays. This is one of the single biggest requests by existing riders.
Service jobs happen 7 days a week, and not having service on Saturdays inhibits the
ability of Huntsville residents to access jobs. Hourly service between 7:00 a.m. and 7:00
p.m. should be provided.
Operate weekday service earlier. Currently, it is difficult for most Huntsville residents touse Shuttle to access jobs that begin prior to 7:00 a.m. Shuttle should begin service on all
routes at 5:00 a.m.
Operate service on Sundays and Holidays. Service jobs happen 7 days a week, and not
having service on Sunday inhibits the ability of Huntsville residents to access jobs.
Sunday ridership would be less than on Saturday, and Holiday ridership will be less than
on Sundays. Hourly service between 9:00 a.m. and 7:00 p.m. should be provided.
Operate service to new destinations, including:
Huntsville Crosstown Service connecting Alabama A&M, Sparkman Drive, Madison
Square Mall, Calhoun Community College, southwest Huntsville, and Parkway Place
Mall with hourly service on weekdays.
Cinram and Madison County Industrial Park Peak Service connecting downtownHuntsville with East Huntsville and the Madison County Industrial Park. Three
morning and three afternoon trips should be provided.
Madison / Airport Service extending the proposed Route 3 from Bridge Street to
Madison and the Airport with hourly service. This would connect the Airport to
downtown Huntsville as well as connect Madison residents with Bridge Street,
Calhoun Community College, and UAH.
The total cost of the fiscally unconstrained recommendations is $2,744,000 annually for fixed-
route service. Handi-Ride, the complementary ADA paratransit service, would also need to be
expanded to fit the expanded service times as well as any geographic expansion that would occur.
As money becomes available, Huntsville should choose the recommendations that best fit its
needs. From a ridership perspective, adding more frequent service on weekdays and extending
weekday evening service will lead to the biggest ridership increases.
ES-4 Long-Range Recommendations (Fiscally Unconstrained)
RecommendationEstimated
Annual CostBuses
RequiredOperate all weekday routes at 30-minute frequency $1,135,000 8End service on all weekday routes at 10:00 p.m. $445,000 0Operate all routes on Saturday between 7:00 a.m. and 7:00 p.m. $284,000 0Begin weekday service on all weekday routes at 5:00 a.m. $94,000 0
Operate all routes on Sunday between 9:00 a.m. and 7:00 p.m. $269,000 0Proposed Route 13 Huntsville Crosstown $281,000 2Proposed Route 14 Cinram and Madison County Industrial Park $71,000 1Proposed Route 15 Madison / Airport Service $153,000 1Total Shuttle Cost Increases $2,732,000 12
Handi-Ride Service Increases for all Recommendations $486,000 1
Total Cost for Implementing all Recommendations $3,218,000Notes:
Costs are based on revenue hours and the rate of $45.87. Costs do not include Handi-Ride.
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1 EXISTING CONDITIONSThis chapter summarizes efforts to define unmet needs in the community, analyze existing
transfer patterns, and complete an assessment of current operating conditions of each route.
BRIEF HISTORY OF SHUTTLE
Between 1901 and 1931, Huntsville had a streetcar line that
operated between Dallas Mill, Five Points, Downtown and
Merrimack. Streetcar service ended during the great
depression. The Citys privately operated fixed route busservice ceased operation in 1974. At the time, it provided a
very limited service to the citizens of Huntsville.
For many years, Huntsville did not have fixed-route transit
service. In 1990, Shuttle service was initiated, with two
initial routes: the Red and Blue Core routes. In 1990,
these routes served virtually all Huntsville social service
agencies and public housing areas.
Since 1990, the City of Huntsville has grown
tremendously, and Shuttle service has grown with it. As
resources became available, new bus routes were added incrementally to serve new markets. This
incremental approach led to several routes overlapping each other. By 2004, there were 10
different routes and a Tourist Trolley Route. In addition, the new Terminal just north of
downtown opened.
Service characteristics have also changed since Shuttle began service. Many social service
agencies that were in or around downtown Huntsville have shifted their locations. For instance,
the Senior Center, the Social Security office, and the Madison County Health Department have
moved from the downtown area. Route changes have been required to serve the new locations of
these agencies. These route changes coupled with increasing ridership, more riders with mobility
aides using the system and increased traffic on Huntsvilles major streets have led to significant
scheduling and on-time performance issues on most routes.
This Comprehensive Operational Analysis represents the first systemwide look at Shuttles
configuration since service inception.
Source: Wikimedia/Huntsville-Madison
County Public Library
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DEFINING UNMET NEEDS
One of the first steps of the Comprehensive Operational Analysis was to begin the process of
identifying unmet needs within the community. Nelson\Nygaard staff studied plans and projects
from several public and private agencies in Huntsville to assess potential impacts on the delivery
of transit service and to gain a larger understanding of the needs and goals of the community at
large. In addition, Nelson\Nygaard staff met with Shuttle operators and supervisors to better
understand local transportation needs and elements to be examined as part of the analysis.
Staff and Operator Comments on Service
Between August 30 and September 1, 2011 Nelson\Nygaard staff asked Shuttle staff and operators
about their impressions of Shuttle service and any things in particular they would like to see
addressed as part of the comprehensive operational analysis. The comments of fourteen
operators and most administrative staff are summarized below.
The overwhelming theme of respondents involved on-time performance. Virtually every operator
mentioned routes being too tight. More than half of those commenting mentioned wheelchairs asthe cause of negative schedule impacts. Increased ridership and some increased congestion were
the two other primary reasons for routes operating tightly. Operators were very concerned that
the on-time performance was negatively affecting the ability of passengers to transfer
consistently. There was an overall desire to increase the amount of recovery time for routes. The
Blue and Red Core loops were the two routes most often identified as having significant on-time
issues. Specific suggestions to address on-time performance included removing service to
parking lots and instead staying on the street.
Operators and staff stated that they are frequently asked about extending the span of service into
evenings on weekdays and on weekends.
Several operators commented on making routes easier to understand by having service in both
directions, rather than the one-way loops that are the common route structure. In addition,retiming routes to facilitate transfers and reduce the number of combination routes was
mentioned several times.
Specific destinations that needed more service included South Huntsville and Madison. Research
Park was mentioned as an area with service that had little ridership.
Review of Customer Comments sent to Shuttle
Kim Garrett, the Public Transit Manager of Shuttle, provided Nelson\Nygaard with the records of
past comments from members of the public. The comments primarily revolved around providing
service to geographic areas currently not served. Specific locations mentioned include:
Cinram, Christmas Charities on Highway 53 East,
Providence Main on 72 West,
SCI on South Parkway,
The Burritt Museum (could be addition to Tourist Loop),
Huntsville Airport,
Hampton Cove
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Background Documents Reviewed
Three different market research efforts conducted by Huntsville were reviewed to better
understand the existing ridership market.
Shuttle Customer Service Satisfaction Survey, July 25, 2008 This document summarizes theresults of an on-board survey conducted on all routes in 2008. Approximately 332 responses
were coded. According to the survey, more than 30 percent of riders were unsatisfied with the
existing span of service, indicating a desire for later service or service on weekends. Almost 50
percent of existing riders walked less than a block to access Shuttle. Only 10 percent of riders
walked more than 4 blocks. The predominant trip type was a work trip (45 percent) followed by
recreation or shopping trips (25 percent). More than 45 percent of riders transferred once or
more often to reach their destination. The transfer rate highlights the need for convenient
connections at the downtown Transit Center.
Research Park Analysis Survey, July 30, 2007 This document summarizes the market research
conducted to determine the viability of transit service in Research Park. The conclusion of the
effort was there was interest in transit service in Research Park. However, for people to ride it,service had to be frequent and convenient.
Shuttle Bus Survey, May 9, 2003 This document summarizes the satisfaction of Shuttle riders
with the service. According to the data, work trips accounted for 40 percent of all trips. More
than 50 percent of riders ride five days a week. Seventeen percent of riders are unsatisfied with
Shuttles hours of operation. There were many open-ended responses about operating on
weekends and later during weekdays.
Several other documents were also examined for background data.
Downtown Master Plan Update, April 2006 This document outlines the steps to revitalize
downtown Huntsville. Some of the strategies, such as increasing walkability and the number of
downtown residents could assist Shuttle. The Downtown Master Plan calls for a shuttle service
between the parking lots under I-565 and downtown to help manage the parking supply. The
shuttle is assumed to operate every 15-minutes on weekdays.
Final Year 2035 Long Range Transportation Plan Thisdocument summarizes the future vision
for multi-modal transportation for the Huntsville Metropolitan area. The Long Range Plan
recognizes that roadway congestion will increase and the aging of the population base will
increase the need for transit service. Transit specific elements discussed in the plan include
improving the frequency of routes from hourly to every 20 or 30 minutes, and geographic
expansion of service to areas such as the Airport, the Chapman and Blossomwood areas, and a
link to Redstone Arsenal.
Alabama A&M Transportation The Bulldog Transit System (BTS) provides transportation
throughout campus on four different routes that provide internal circulation as well as access to
remote parking areas. BTS also provides a connection to Shuttle Routes 7 and 8. In the 2010-
2011 academic year, BTS carried over 450,000 passengers.
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Figure 1-1 Alabama A&M Transit Map
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Zoning Assessment
Huntsville Zoning plans were examined to see if Shuttle served the highest density areas and the
areas zoned for ridership potential. Within the core area of Huntsville, Shuttle provides good
coverage to high density housing areas, as well as areas zoned commercial.
Figure 1-2 Huntsvil le Zoning
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Demographic Analysis
The demographic characteristics of an area are an excellent predictor of the propensity of
residents to ride transit. In addition, they chart out where potential disadvantaged communities
exist which may have transportation needs that could be filled by Shuttle services. The
subsequent demographic population charts are based on Census 2000 data.
Figure 1-3 Density of Elderly Residents in Huntsvil le
According to 2000 Census data, elderly residents defined as 65 years of age or over are
distributed throughout the City. The highest concentration of elderly residents is in the vicinity of
Westbury Square, south of Airport Road in South Huntsville. Other high concentrations are in
the vicinity of the Parkway Place Mall.
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Figure 1-4 Density of Minority Populations in Huntsville
According to 2000 Census data, the highest concentrations of minority residents are in North
Huntsville. The areas immediately to the west and south of downtown Huntsville also have a highconcentration of minority residents. South Huntsville and the Research Park area have a much
lower concentration of minority residents.
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Figure 1-5 Concentration of Population under the Poverty Level in Huntsvil le
According to 2000 Census data, the highest concentrations of residents earning incomes below
the poverty line are in areas immediately surrounding downtown Huntsville. There is a strong
correlation between the location of low income housing projects and areas that have high povertyconcentrations. Every one of the areas with more than 50 percent of persons living under the
poverty line is currently served by Shuttle service.
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EXISTING DATA ANALYSIS
This section describes the existing transfer patterns, ridership, and on-time performance.
Systemwide trends as well as individual route performance are described.
Transfer Analysis
An on-board ridecheck survey was conducted August 31 September 2, 2011 to record the
number of persons boarding and alighting at each bus stop. On-off counting as well as on-time
performance data collection was performed on two weekdays.
In order to determine and document the general travel patterns of transferring Shuttle riders and
to identify significant transfer connections, transfer movements were analyzed using paper
transfers collected by the operators. Shuttle drivers collected paper transfers and retained them
for one entire day of service on August 31 and September 1. The transfers were marked with the
route given out and the route received, allowing for a full accounting of the transfer patterns,
which are shown in Figure 1-6.
The transfer analysis calculated the transfer rate between routes for cash paying riders.
According to route ridership data from August 16, 2011, approximately 44 percent of riders
transfer at least once during their trip.
The top four routes that riders transfer onto are the Red and Blue Core Loops, Route 6, and Route
4. This includes transferring to complete their trip from another route or to continue their trip on
the same route. The route with the highest rate of transferring to continue their trip on the same
route was the Red Core Loop (Route 1).
Figure 1-6 Transfer Activ ity Matrix for Huntsvil le Shuttle
From/To Red(1) Blue(2) 3 4 5 6 7 8 9 10 11 12 TotalRed(1) 1 1 4 7 4 19 14 6 10 18 11 0 92Blue
(2)
4 5 1 12 4 18 18 14 10 12 11 1 107
3 2 3 0 4 1 7 2 3 1 1 5 3 30
4 19 13 1 2 8 3 5 13 6 0 3 3 75
5 13 10 0 11 0 3 1 1 2 3 2 0 44
6 18 12 9 13 5 1 6 9 7 0 15 0 92
7 14 11 3 4 2 11 13 4 1 0 5 0 65
8 12 8 0 4 1 12 3 4 5 1 7 1 54
9 10 5 1 4 6 5 7 9 5 0 3 1 52
10 9 10 0 4 2 1 1 2 3 1 3 0 34
11 3 5 2 2 1 4 4 2 1 0 2 1 25
Total 103 79 19 65 32 81 73 64 48 35 63 9
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Systemwide Ridership Analysis
The analysis of Shuttle service is based upon information collected during the days of August 31 to
September 2, 2011 through boarding counts and timing observations conducted by on-board
surveyors riding every trip. Data concerning service span, service frequency, hours provided, and
ridership has been collected from the surveys and is consolidated in tables and graphics in this
document, along with a route profile description summary of each route. Among the subjects
covered in this document are:
Ridership by system and individual route
Service levels by system and individual route
Ridership productivity analysis
On-time performance analysis
Service characteristics by individual route
The Huntsville Shuttle is a fixed route transportation program currently operating along 12 fixed
routes utilizing 12 buses. Hours of operation are 6:00 AM to 6:00 PM, Monday through Friday
excluding official City of Huntsville holidays. There is currently no evening service and weekend
service is limited to the tourist loop that serves the major tourist attractions throughout the city
during summer months, and a free downtown loop that operates on the week-ends from 7 p.m.
until 2:00 a.m.
Two routes operate at 30-minute frequencies, and the remaining routes operate every 60-
minutes. All but two routes operate to and from the downtown transit center. Transfers are not
timed, so connections between routes can be quite lengthy.
The following exhibits provide a summary of service hours and ridership provided by each route
Figure 1-7 Average Daily Ridership by Route
050
100
150
200
250
300
350
400
450500
Route 1- RedLoop
Route 2- BlueLoop
Route 3 Route 4 Route 5 Route 6 Route 7 Route 8 Route 9Route 10Route 12 TouristLoop
AverageDailyRidership
Route
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The Blue and Red Core Loops have the highest ridership. This is not surprising, considering they
are the only two routes with 30-minute service. Route 6 has the third highest ridership, with over
300 daily boardings. Routes 12 and 3 have the lowest ridership, with Route 12 carrying less than
50 persons a day.
Figure 1-8 Trips per Revenue Hour Product ivity by Route
The average route productivity of Shuttles 12 routes is 20.1 passengers per hour. Routes 4 and 6
carry more than 30 passengers per hour and are the most productive routes in the system. TheRed and Blue Core Routes have the highest ridership in the system, but their productivity is below
average. Route 12 has the lowest productivity, at 3.1 passengers per hour. This is comparable to
demand response service, and is extraordinarily low for fixed-route service.
0.0
5.0
10.0
15.0
20.0
25.0
30.0
35.0
40.0
Route4 Route6 Route7 Route9 Route8 Ro ute2
BlueLoop
Route10 Route1
RedLoop
Tourist
Loop
Route5 Route3 Ro ute12
PassengersP
erRevenueHour
Route
RouteProductivity
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Figure 1-9 Daily Ridership and Product ivity by Route
Route Number
AverageDaily Boardings per Revenue Hour
Ridership Overall AM Peak Midday PM Peak
Route 1 - Red Loop 415 18.3 16.5 22.2 11.5
Route 2 - Blue Loop 437 18.9 15.6 22.2 15.5
Route 3 92 12.1 15.5 11.6 9.2
Route 4 260 37.1 38.9 40.0 29.7
Route 5 106 15.6 8.8 20.0 13.5
Route 6 309 32.2 40.4 32.0 27.8
Route 7 239 24.4 24.6 26.7 20.5
Route 8 209 21.1 26.6 22.1 17.5
Route 9 169 22.6 27.9 23.4 15.3Route 10 209 18.5 16.0 21.5 14.9
Route 12 37 3.1 1.4 4.0 3.4
Tourist Loop Route 184 17.0 18.9 17.9 14.6
Figure 1-9 shows the ridership, overall productivity, and the boardings per passenger hour broken
out by time-period. With a couple of exceptions, midday productivity was highest, which is
typical of a system focused on carrying a large proportion of social service trips.
Figure 1-10 System Average Daily Ridership Trends
0
200
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2007 2008 2009 2010 2011
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rageDailyRidership
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Figure 1-10 shows average daily ridership trends taken from Fiscal Year 2007 through 2011.
Ridership was highest in 2007 and 2008, and dropped in 2009 and has since started climbing
again. While it is not reflected in the annual averages, ridership in July and September 2011 has
been at record levels.
Figure 1-11 Route Ridership Trends
Figure 1-11 shows average daily ridership trends by route, also taken from Fiscal Year 2007
through 2011 data. One of the more interesting findings from the trend data is the strong decline
in ridership on the Red and Blue Core Loops (Routes 1 and 2) between 2008 and 2009. Overall,
many routes have experienced slight ridership gains.
0
50
100
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1 2 3 4 5 6 7 8 9 10 11 12
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ership
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Figure 1-12 On-Time Trips by Route
Shuttle service has a severe on-time performance issue. Measuring performance at each time-
point over a two day period, only approximately 50 percent of trips were within 0-5 minutes of
the scheduled time. Any route with an on-time performance less than 60 percent has a
scheduling issue. Such poor performance is a severe detriment to attracting new passengers to
Shuttle because reliability is a key attractor to service and Shuttle is entirely unreliable.
The on-time figures were further analyzed to determine if early arrivals contributed to the on-time performance. As shown in Figure 1-13, Routes 5, 8, and 12 all have sufficient time in the
schedule, but they are consistently arriving and leaving early at timepoints. The Red and Blue
Core Loops, and Routes 4, 6, 7, 9, and 10 all appear to attempt to serve more area than is feasible
given running times, speeds, and passenger loads.
0.0%
10.0%
20.0%
30.0%
40.0%
50.0%
60.0%
70.0%
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Route3 Route5 Route8 Route1 2 Ro ute6 Ro ute10 Route9 Route4 Tour ist
Loop
Route7 Ro ute1
RedLoop
Route2
BlueLoop
On
TimePercentage
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Figure 1-13 On-Time Performance by Route
Route Number
On-Time Performance
On-Time Early Late
Route 1 - Red Loop 28.4% 4.8% 66.8%
Route 2 - Blue Loop 23.0% 3.3% 73.7%
Route 3 89.4% 10.6% 0.0%
Route 4 40.5% 10.7% 38.8%
Route 5 76.9% 23.1% 0.0%
Route 6 54.0% 14.2% 31.9%
Route 7 29.0% 4.0% 67.0%
Route 8 71.4% 28.6% 0.0%
Route 9 43.0% 9.3% 47.7%
Route 10 50.8% 2.5% 46.7%Route 12 55.0% 45.0% 0.0%
Tourist Loop 33.7% 40.2% 26.1%
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Route Descriptions
This section provides detailed information about each route. It includes a description of the
route, characteristics and unusual circumstances if any. Statistics are provided in summary form
displaying ridership, productivity and service level information.
Route 1Red Core Loop (Clockwise)
Route Description Route StatisticsRoute 1, the Red Core Loop provides weekday morning andafternoon service on a clockwise loop moving south fromdowntown Huntsville, serving neighborhoods on both sides ofU.S. Route 231, as far south as Drake Avenue, and as farnorth as Oakwood Avenue. Areas and destinations served onthe loop include UAB Huntsville Medical Campus, HuntsvilleHigh School, Parkway Place Mall, Virginia College, theHuntsville Center for Technology, HHAs Johnson TowersComplex, Holy Family Parochial School, Academy forAcademics and Arts, and the Huntsville Bible College.
Weekday ridership on Route 1 is 415 passengers withapproximately 18.3 passengers per service hour.
Route CharacteristicsBoardings per service hour during AM peak-period are 16.5per hour vs. 11.5 during the PM peak-period, both less thanthe overall average. Midday boardings are, by comparison,22.2 per service hour.
This route connects most housing projects near downtownHuntsville with the Downtown Transfer Station, UAB HuntsvilleMedical Center, Parkway Place Mal, and locations northwestof University Dr./Memorial Pkwy. The lowest ridership areasinclude locations to the north and west of downtown.
On-time performance - WeekdayOn-Time: 28.4 %Early: 4.8 %Late: 66.8 %
The Red Core Loop (Route 1) has a severe on-timeperformance issue, with over two-thirds of all trips being morethan 5 minutes late. Trips are almost always early or on-timefrom the start of service through 10 am, but those afterwardsare almost universally late. The Red Core Loop has 3minutes of scheduled recovery time. This appears to beinadequate.
Riders2011 Weekday 4152011 per Rev. Hour 18.32011 per Trip 16.64
Service FrequencyWeekday Peak 30 minWeekday Base 30 minEvening No Service
Service SpanWeekday 5:44A to 6:05P
No WeekendService
Service Provided2011 Weekday Rev. Hrs2011 Weekday Trips
22.825
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Route 2Blue Core Loop (Counterclockwise)
Route Description Route StatisticsRoute 2, the Blue Core Loop provides weekday morning andafternoon service on a clockwise loop moving south fromdowntown Huntsville, serving neighborhoods on both sides ofU.S. Route 231, as far south as Drake Avenue, and as far northas Oakwood Avenue. As a near-reversal of Route #1 Red CoreLoop, it serves areas and destinations such as the HuntsvilleBible College, Academy for Academics and Arts, Holy FamilyParochial School, HHAs Johnson Towers Complex, HuntsvilleCenter for Technology, Virginia College, Parkway Place Mall,Huntsville High School, and UAB Huntsville Medical Campus.
Weekday ridership on Route 2 is 437 daily passengers, withabout 18.9 passengers per service hour.
Route CharacteristicsBoardings per service hour during AM peak-period are 15.6 perhour vs. 15.5 during the PM peak-period, both less than theoverall average. Midday boardings are, by comparison, 22.2per service hour.
The highest ridership points along the route are in the housingprojects near downtown Huntsville, the Downtown Transfer
Station, UAB Huntsville Medical Center, Parkway Place Mall,and locations northwest of University Dr./Memorial Pkwy. Theridership pattern is very similar to that of Route 1/Red CoreLoop, which operates in the opposite direction.
On-time performance - WeekdayOn-Time: 23.0 %Early: 3.3 %Late: 73.7 %
Late running is common on Route 2/Blue Core Loop. Only 23percent of trips operate on-time. Unlike on Route 1, on-timeperformance on Route 2 primarily varies by not time of day, buthow far along a bus is on the route. Before 2 pm, the Route 2generally stays on time through the intersection of Poplar andYukon; past this point, it is nearly always late all day. After 2pm, though, trips are almost always late, regardless of location.
The Blue Core Loop has 3 minutes of scheduled recovery time.This appears to be inadequate.
Riders2011 Weekday 4372011 per Rev. Hour 18.92011 per Trip 17.48
Service FrequencyWeekday Peak 30 minWeekday Base 30 minEvening No Service
Service SpanWeekday 5:43A to 6:03P
No WeekendService
Service Provided2011 Weekday Rev. Hrs 22.82011 Weekday Trips 25
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Route 3Madison Square/Holmes
Route Description Route Statistics
Route 3 Madison Square/Holmes provides weekday morningand afternoon service between the downtown HuntsvilleTransfer Station and Madison Square Mall, primarily viaHolmes Avenue and Bradford Drive, between Monroe Streetand Wynn Drive. Route 3 serves areas and destinations suchas the Madison Square Mall, Faulkner University, UAH,Valley Fellowship Christian Academy, Butler High School, theSeldon Center, and downtown Huntsville.
Weekday ridership on Route 3 is about 12.1 passengers perservice hour. It is one of the least productive routes operatedby Shuttle.
Route CharacteristicsBoardings per service hour during AM peak-period are 15.5per hour vs. 9.2 during the PM peak-period, the latter lessthan the overall average. Midday boardings are, bycomparison, 11.6 per service hour.
Ridership on this route is oriented towards the twodestinations that serve as the termini for the route MadisonSquare Mall, and downtown Huntsville. The remainder of theroute, in both inbound and outbound directions, has moderateridership east of 14th Street SW; west of this location, there
are very few boardings until Madison Square Mall.
On-time performance - WeekdayOn-Time: 89.4 %Early: 10.6 %Late: 0.0 %
Unlike many Huntsville Shuttle routes, Route 3 has very fewissues with late running trips along this route. Early runningwas an issue at several timepoints.
Riders2011 Weekday 922011 per Rev. Hour 12.12011 per Trip 7.67
Service FrequencyWeekday Peak 60 minWeekday Base 60 minEvening No Service
Service Span
Weekday 6:14A to 5:49PNo Weekend
Service
Service Provided2011 Weekday Rev. Hrs 5.92011 Weekday Trips 12
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Route 4Madison Square/University
Route Descrip tion Route Statistics
Route 4 Madison Square/University provides weekday morningand afternoon service between the downtown HuntsvilleTransfer Station and Madison Square Mall, with an extension tothe Wal-Mart at Wayne Road, primarily via University Drive.Route 4 serves the Wal-Mart and Target at Wayne/University,Madison Square Mall, University Place Elementary, theAcademy for Academics and Arts, the rest of the UniversityDrive commercial corridor, and downtown Huntsville.
Weekday ridership on Route 4 is 260 passengers, with about37.1 passengers per service hour. Route 4 is the mostproductive route operated by Shuttle.
Route CharacteristicsBoardings per service hour during AM peak-period are 38.9 perhour vs. 29.7 during the PM peak-period, both less than theoverall average. Midday boardings are, by comparison, 40.0per service hour.
Ridership on this route is oriented towards the two destinationsthat serve as the termini for the route: Wal-Mart and downtownHuntsville. Madison Square Mall, near the Wal-Mart, also seesa lot of boarding and alighting activity. The remainder of theroute, in both inbound and outbound directions, has moderate
ridership throughout.
On-time performance - WeekdayOn-Time: 40.5 %Early: 10.7 %Late: 48.8 %
Like many Huntsville Shuttle routes, Route 4 has many issueswith late running trips along this route, with only 41 percent oftrips operating on-time.
Route 4 operates on-time prior to 8 a.m., and after that, late
arrivals are common.
Riders2011 Weekday 2602011 per Rev. Hour 37.12011 per Trip 7.67
Service FrequencyWeekday Peak 60 minWeekday Base 60 minEvening No Service
Service Span
Weekday 6:43A to 5:59PNo Weekend
Service
Service Provided2011 Weekday Rev. Hrs 72011 Weekday Trips 12
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Route 5Airport Road
Route Description Route Statistics
Route 5 Airport Road provides weekday morning and afternoonservice between the downtown Huntsville Transfer Station andthe Crestwood Medical Center, partially via a clockwise loopsouth of Bob Wallace Avenue. Route 5 serves the downtownHuntsville Transfer Center, Big Spring Park, the HuntsvilleAchievement School, Parkway Place Mall, Holy Spirit School,Crestwood Medical Center, and Grace Lutheran School.
The clockwise loop, starting from the intersection of BobWallace and Memorial Parkway, runs as follows:
- Bob Wallace Avenue, Whitesburg Drive, WhitesportDrive, Hospital Drive, Airport Road, and Memorial
Parkway
Weekday ridership on Route 5 is 106 daily passengers, orabout 15.6 passengers per service hour, which is belowaverage.
Route CharacteristicsBoardings per service hour during AM peak-period are 8.8 perhour vs. 13.5 during the PM peak-period, both less than theoverall average. Midday boardings are, by comparison, 20.0per service hour.
Ridership on this route is oriented towards two locations: thedowntown transfer center and Parkway Place Mall. Also,significant boarding and alighting activity occurs at theintersection of Monroe Street and St. Clair, as well as in thevicinity of the Crestwood Medical Center. The remainder of theroute, in both inbound and outbound directions, hascomparatively low ridership.
Route 5 duplicates segments of the Red and Blue CoreRoutes, as well as Route 10.
On-time performance - Weekday
On-Time: 76.9 %Early: 23.1 %Late: 0.0 %
Route 5 has no late running issues, though early running is anissue.
Riders2011 Weekday 1062011 per Rev. Hour 15.62011 per Trip 8.83
Service FrequencyWeekday Peak 60 minWeekday Base 60 minEvening No Service
Service Span
Weekday 6:17A to 5:51PNo Weekend
Service
Service Provided2011 Weekday Rev. Hrs 6.82011 Weekday Trips 12
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Route 6Southwest Huntsville
Route Description Route Statistics
Route 6 Southwest Huntsville provides weekday servicebetween the downtown Huntsville Transfer Station andSouthwest Huntsville, primarily via Clinton Avenue, thenpartially via a clockwise loop south of Bob Wallace Avenue.Route 5 serves the downtown Huntsville Transfer Center,Huntsville Center for Technology, Ridgecrest ElementarySchool, Metro Kiwanis SportsPlex, Westlawn Middle School,and residential areas to the southwest of the intersection ofBob Wallace and Triana Blvd. There are many apartmentcomplexes along this route.
Weekday ridership on Route 6 is 309 daily passengers, or
about 32.2 passengers per service hour. Route 6 is one of themost productive routes operated by Shuttle.
Route CharacteristicsBoardings per service hour during AM peak-period are 40.4 perhour vs. 27.8 during the PM peak-period, both less than theoverall average. Midday boardings are, by comparison, 32.0per service hour.
Ridership on this route is, outside the transfer center,distributed throughout the route, with steady ridershipthroughout.
On-time performance - WeekdayOn-Time: 54.0 %Early: 14.2 %Late: 31.9 %
Route 6 has chronic on-time performance issues, with morethan 31 percent of trips operating late. Late arrivals are heavilydistributed throughout the day, but increase as the daycontinues.
Riders2011 Weekday 3092011 per Rev. Hour 32.22011 per Trip 23.77
Service FrequencyWeekday Peak 60 minWeekday Base 60 minEvening No Service
Service Span
Weekday 5:52A to 6:16PNo Weekend
Service
Service Provided2011 Weekday Rev. Hrs 9.62011 Weekday Trips 13
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Route 7Alabama A&M/Medaris Road
Route Description Route Statistics
Route 7 Alabama A&M/Medaris Road provides weekdaymorning and afternoon service in a continuouscounterclockwise loop, starting from the downtown transfercenter, to as far north as Winchester Road between Pulaskiand Meridian. Other streets served by the loop include AndrewJackson Way, Mastin Lake Road, Memorial Parkway, andUniversity Drive. Route 8 provides complementary clockwiseservice along most of this route.
As the name implies, it serves Alabama A&M University, atMeridian and Holloway, as well as Lee High School, MLKJunior Elementary, J.F. Drake State Tech College, the
Sparkman Drive Wal-Mart, Lakewood Elementary, andJohnson High School. However, it does not at any point serveMedaris Road.
Weekday ridership on Route 7 is about 239 daily passengers,or 24.4 passengers per service hour, which is above average.
Route CharacteristicsBoardings per service hour during AM peak-period are 24.6 perhour vs. 20.5 during the PM peak-period, the latter less thanthe overall average. Midday boardings are, by comparison,26.7 per service hour.
Ridership activity on Route 7 is fairly evenly distributed, withmost stops having higher levels of activity. Stops with 20 orgreater boardings/alightings include the Transit Center,Alabama A&M, the Sparkman Road Wal-Mart, and the Venonaloop neighborhood.
On-time performance - WeekdayOn-Time: 29.0 %Early: 4.0 %Late: 67.0 %
Route 7 is one of the worst performing Huntsville ShuttleRoutes when it comes to on-time performance, with two-thirdsof trips running late at various timepoints.
Riders2011 Weekday 2392011 per Rev. Hour 24.42011 per Trip 18.38
Service FrequencyWeekday Peak 60 minWeekday Base 60 minEvening No Service
Service Span
Weekday 5:58A to 6:05PNo Weekend
Service
Service Provided2011 Weekday Rev. Hrs 9.82011 Weekday Trips 13
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Route 8Medaris Road/Alabama A&M
Route Description Route Statistics
Route 8 Alabama A&M/Medaris Road provides weekdaymorning and afternoon service in a continuous clockwise loop,starting from the downtown transfer center, and in many waysreplicating Route 7, but in an opposite direction. However, itdoes not go as far west as Pulaski Pike, serving Blue SpringsRoad northbound instead, and further north, Rolling Hills Drivein the same direction. A deviation onto the namesake MedarisRoad is also included in this segment, where it serves a single-family residential neighborhood.
As the name implies, Route 8 serves Alabama A&M University,at Meridian and Holloway, as well as Lee High School, the
Sparkman Drive Wal-Mart, Lakewood Elementary, MLK JuniorElementary, J.F. Drake State Tech College, and Johnson HighSchool.
Weekday ridership on Route 8 is 209 daily passengers, orabout 21.1 passengers per service hour.
Route CharacteristicsBoardings per service hour during AM peak-period are 26.6 perhour vs. 17.5 during the PM peak-period, the latter less thanthe overall average. Midday boardings are, by comparison,22.1 per service hour.
Ridership on this route, outside the transfer center, is evenlydistributed throughout the route. High ridership stops includeAlabama A&M, the Sparkman Road Wal-Mart, and JF. DrakeState Technical College.
On-time performance - WeekdayOn-Time: 71.4 %Early: 28.6 %Late: 0.0 %
Route 8, compared to its sister Route 7, is far better when it
comes to on-time performance. According to the data, no tripsoperated late, though early running was an issue.
Riders2011 Weekday 2092011 per Rev. Hour 21.12011 per Trip 16.08Service FrequencyWeekday Peak 60 minWeekday Base 60 minEvening No Service
Service SpanWeekday 6:15A to 6:35P
No WeekendService
Service Provided2011 Weekday Rev. Hrs 9.92011 Weekday Trips 13
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Route 10South Huntsville
Route Description Route Statistics
Route 10 South Huntsville provides weekday morning andafternoon service in a continuous counterclockwise loop,starting from the downtown transfer center, on a loop that is notreplicated in the reverse. Largely designed to connect theneighborhood around Huntsville High School to areas south ofAirport Road and the Crestwood Medical Center, it servesMemorial Parkway, Hobbs Road, Bailey Cover Road, 4 MilesPost Road, Whitesburg Drive, and Airport Road.
Route 10 serves Parkway Place Mall, Huntsville High School,and Crestwood Medical Center, as well as the S. MemorialParkway commercial corridor, the Hobbs Road Wal-Mart, both
campuses of the Whitesburg Christian Academy, MountainGap and Challenger Elementary Schools, Willowbrook SquareShopping Center, the Carl T. Jones Road Target (andsurrounding stores).
Weekday ridership on Route 10 is about 18.5 passengers perservice hour.
Route CharacteristicsBoardings per service hour during AM peak-period are 16.0 perhour vs. 14.9 during the PM peak-period, the latter less thanthe overall average. Midday boardings are, by comparison,
21.5 per service hour.
Higher ridership points on the route are at the Hobbs RoadWal-Mart, Parkway Place Mall, and a cluster of high-densitymultifamily housing west of the intersection of Vermont Roadand Memorial Parkway.
On-time performance - WeekdayOn-Time: 50.8 %Early: 2.5 %Late: 46.7 %
Route 10 has a chronic on-time performance issue, with only50 percent of trips operating on-time. Late running is evidentthroughout the day, which indicates the route has insufficienttime in its schedule.
Riders2011 Weekday 2092011 per Rev. Hour 18.52011 per Trip 17.41
Service FrequencyWeekday Peak 60 minWeekday Base 60 minEvening No Service
Service Span
Weekday 6:00A to 5:55PNo Weekend
Service
Service Provided2011 Weekday Rev. Hrs 11.02011 Weekday Trips 12
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Route 12Research Park
Route Description Route Statistics
Route 12 Research Park provides weekday morning andafternoon crosstown service, serving the far west side ofHuntsville, starting from the UAH Parking Garage, and runningto the University Drive Wal-Mart via Old Madison Pike and theCummings Research Park.
Route 12 serves the University of Alabama in Huntsville,Calhoun Community College (CCC), Research Park, BridgeStreet Town Centre, Cummings Research Park, and the Targetand Wal-Mart anchoring the west Huntsville intersection ofEnterprise Drive and University Drive.
Weekday ridership on Route 12 is about 37 daily passengers,or approximately 3.1 passengers per service hour. It is theworst performing route operated by Shuttle.
Route CharacteristicsBoardings per service hour during AM peak-period are 1.4 perhour vs. 4.0 during the PM peak-period, the latter less than theoverall average. Midday boardings are, by comparison, 3.4 perservice hour.
Only two stops on the entire route show total boarding andalighting activity of 8 or greater. These are the two termini at
UAH (8 total) and at Wal-Mart (21 total).
On-time performance - WeekdayOn-Time: 55.0 %Early: 45.0 %Late: 0.0 %
Route 12 has an on-time performance issue, with only 55percent of trips operating on-time. All of the on-timeperformance issues have to do with early running, suggestingthat Route 12 has enough time in the schedule, though it needsto be rescheduled to operate on-time.
Riders2011 Weekday 372011 per Rev. Hour 3.12011 per Trip 2.26
Service FrequencyWeekday Peak 60 minWeekday Base 60 minEvening No Service
Service Span
Weekday 5:55A to 6:15PNo Weekend
Service
Service Provided2011 Weekday Rev. Hrs 11.72011 Weekday Trips 12
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Tourist Loop RouteMonday-Friday
Route Description Route Statistics
The Tourist Loop Route provides weekday morning andafternoon service on a counterclockwise loop, serving the westside of Huntsville, starting from the downtown Transfer Center,serving the University Drive corridor and Madison Square Mall,Wynn Drive, Bob Wallace Avenue, Governors Drive, andMemorial Pkwy
The Tourist Loop serves, in addition to downtown and theUniversity Drive corridor out to Madison Square, the SocialSecurity office, the U.S. Space and Rocket Center, CalhounCommunity College (CCC) Research Park, Morris Elementary,the Botanical Garden, University Place Elementary, and the
Social Security Office. The University Drive Wal-Mart is alsoserved on Saturdays only, between Memorial Day and LaborDay.
Weekday ridership on the Tourist Loop Route is 184passengers, or about 17.0 passengers per service hour.
Route CharacteristicsBoardings per service hour during AM peak-period are 18.9 perhour vs. 14.6 during the PM peak-period, the latter less thanthe overall average. Midday boardings are, by comparison,17.9 per service hour.
Stops with combined boarding and alighting of greater than 15include the Transfer Center, University Drive and Henderson,Madison Square Mall, and the CCC Research Park. All othermajor stops have at least a combined total of 5 or moreboardings and alightings.
On-time performance - WeekdayOn-Time: 33.7 %Early: 40.2 %Late: 26.1 %
The Tourist Loop has a chronic on-time performance issue,with only 33.7 percent of trips operating on-time. Late tripstend to take place in the mid-to-late afternoon over the fulllength of trips, while earlier parts of the day see the bus starton time but start running early as the trips reach MadisonSquare Mall.
Riders2011 Weekday 1842011 per Rev. Hour 17.02011 per Trip 15.33
Service FrequencyWeekday Peak 60 minWeekday Base 60 minEvening No Service
Service Span
Weekday 6:40A to 6:10PNo Weekend
Service
Service Provided2011 Weekday Rev. Hrs 10.02011 Weekday Trips 12
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UNMET NEEDS THEMES IN HUNTSVILLE
Examining the operating data, the land use data, and passengers and Shuttle staff feedback
illuminated several recurring themes:
On-Time Performance The average percentage of trips arriving at timepoints 0-5minutes late is 50 percent. Passengers cannot depend on the existing schedule and they
cannot depend on transfers being made due to the schedule unreliability. Reliability of
service is one of the key considerations of attracting and maintaining existing riders.
Travel Time is Too Long Shuttle serves a large geographic area, often with one-way
loops, which add significant travel time due to out-of-direction travel. Travel times are
also lengthened by going into multiple business or commercial area parking lots, some of
which have low ridership. The long route travel times are often also compounded by long
transfer waits. Most routes come hourly, and they are not timed to meet, which translates
into many trip patterns having an average 30-minute wait for a transfer from one bus to
another. Long travel times are a severe disincentive to using Shuttle.
Frequency is Insufficient The Red Core and Blue Core Loops are the only tworoutes that operate at 30-minute frequencies. Large portions of both the Red and Blue
Core Loops are served by other routes. In order to attract riders, service to desired
destinations must be more convenient. Operating more routes at 30-minute service will
lead to ridership increases.
Span of Service The current Shuttle span of service is more designed for social
services than for employment purposes because the service shuts down just after 6 p.m.
It is very difficult for anyone working outside of downtown Huntsville to be able to use
Shuttle to access a job that requires an eight hour shift. Service workers in particular, a
target market for Shuttle, need later service.
Geographical Coverage Overall, Shuttle provides good coverage in areas that can
support fixed-route transit service. The suburban office park environment found in
Research Park is extraordinarily difficult to serve with fixed-route service. The outreach
process identified several locations for expanded coverage, but the market potential for
each of these is limited.
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2 SERVICE RECOMMENDATIONSINITIAL ALTERNATIVES AND PUBLIC OUTREACH
Two different alternatives were created to address the operational issues faced by Shuttle as well
as to address as many of the unmet needs as possible. The first alternative is fiscally constrained,
meaning it uses the same amount of resources that are being expended today by Shuttle. The
second alternative is an expansion scenario, one that shows how many resources would be
required to better meet mobility needs in Huntsville.
On November 5, 2011, the alternatives were presented in public meetings at the Transit Centerand at City Hall. In addition, the alternatives were posted on the Huntsville website, and an on-
line survey was developed to gather feedback.
At the Transit Center, 12 persons signed the attendance sheet and five written comments were
received. At least a dozen more people commented verbally on the proposals. Overall, the level of
support for improving on-time performance and transfer times was very high. One person
indicated he did not support the changes as he would be losing service to Laurel & Washington.
At the City Hall Meeting, 10 persons signed the attendance sheet and there were seven written
comments. There were several verbal comments at this Meeting, including a suggestion to
provide service to a segment of Stringfield Road, concerns about the loss of Route 10 service on a
segment of Whitesburg Drive, and requesting service on Mastin Lake west of Pulaski. Several
supporting comments were made about the revised routes and schedules as well.
The on-line survey only garnered seven responses. The route restructure proposal was supported
by five of the seven respondents.
Overall, the majority of respondents supported the direction of the service changes outlined in the
alternatives.
RECOMMENDED SHORT-TERM CHANGES
Nelson\Nygaard staff developed fiscally constrained route recommendations to improve mobility
within existing resources. The recommendations described in this section are based on inputfrom bus drivers, public outreach, and extensive field work throughout the community.
The recommendations outline increases in span of service, implementing a timed transfer to
minimize transfer waiting times, and improving frequency in the areas that warrant them.
The following information describes the proposed fiscally constrained recommendations for
fixed-route bus service.
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Route 1 Red Core Loop
Route 1 has the second highest ridership, and is one of only two routes with 30-minute headways.
Route 1s productivity based on passengers/revenue hour is below average. Route 1 meanders,
and has multiple twists and turns that add travel time, but not significant ridership. In addition,
Route 1 duplicates service with several other routes. It also has insufficient recovery time in its
schedule, and 28 percent of trips operate 0-5 minutes late. There are no timed transfers with
other routes.
Route 1s alignment should be shortened so that Route 1 can consistently be operated in less than
60-minutes. The Washington Street / Oakwood Avenue / Presbyterian Tower segments should
be removed from Route 1, although they will continue to be served by a revised Route 9. In
addition, the Longwood Drive/Harvard Road/Governors Drive loop should be removed, since
only 14 persons use this, and it adds significant travel time to save riders just one block of
walking. Finally, the downtown alignment of Route 1 should be streamlined. Ridership levels do
not warrant the existing circuitous alignment.
Under existing funding levels, Route 1s frequency should be reduced to every 60-minutes. Thespan of service should continue as it is today, operating from 6:00 a.m. to 6:00 p.m. All trips
would leave/arrive at the Transfer Center on the hour and be timed so that the maximum wait for
a transfer between Route 1 and any other Shuttle route would be 10 minutes, dramatically
reducing average transfer wait times.
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City of Huntsville
Nelson\Nygaard Consulting Associates Inc. | 2-3
Figure 2-1 Proposed Route 1 Red Core Loop
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City of Huntsville
Nelson\Nygaard Consulting Associates Inc. | 2-4
Route 2 Blue Core Loop
Route 2 has the highest ridership of all Shuttle routes, and is one of only two routes with 30-
minute headways. Route 2s productivity based on passengers/revenue hour is below average.
Route 2 meanders, and has multiple twists and turns that add travel time, but often not
significant ridership. In addition, Route 2 duplicates service with several other routes. It also has
insufficient recovery time in its schedule, and 23 percent of trips operate 0-5 minutes late. There
are no timed transfers with other routes.
Route 2s alignment should be shortened so that it can consistently be operated in less than 60-
minutes. The Washington Street / Oakwood Avenue / Pulaski Pike segments should be removed
from Route 2 although they will continue to be operated by a revised Route 9. In addition, the
Marsheutz Avenue/Harvard Road/Longwood Drive loop should be removed, since only 9 persons
use this, and it adds significant travel time to save riders just one block of walking. Between
Clinton Avenue and Governors Drive, Route 2 should use Seminole Drive instead of Indiana
Street and Harden Avenue so that the alignment is consistent with Route 1. Finally, the
downtown alignment of Route 2 should be streamlined. Ridership levels do not warrant the
existing circuitous alignment.
Under existing funding levels, Route 2s frequency should be reduced to every 60-minutes. The
span of service should continue as it is today, operating from 6:00 a.m. to 6:00 p.m. All trips
would leave/arrive at the Transfer Center on the hour and be timed so that the maximum wait for
a transfer between Route 2 and any other Shuttle route would be 10 minutes, dramatically
reducing average transfer wait times.
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City of Huntsville
Nelson\Nygaard Consulting Associates Inc. | 2-5
Figure 2-2 Proposed Route 2 Blue Core Loop
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City of Huntsville
Nelson\Nygaard Consulting Associates Inc. | 2-6
Route 3 Madison Square / Holmes
Route 3 is one of the weakest performing routes operated by Shuttle from both a ridership and
productivity perspective. UAH ridership is not high, and neither is the ridership between UAH
and Madison Square. The Mall itself has the second highest ridership of all stops on the route,
though Route 4 also serves this stop. On-time performance is excellent.
In order to strengthen the ridership potential of Route 3, the western end of the route should be
restructured. Instead of serving Madison Square, Route 3 should be extended through UAHs
campus and continue to Calhoun Community College and Bridge Street, replacing the existing
Route 12. Route 3 should also serve the Space Center. Madison Square would continue to be
served by Route 4 at a higher frequency. In addition, Route 4 would also serve portions of Wynn
Drive currently served by Route 3.
Route 3 would continue to operate hourly as it does today. The span of service would improve in
the early morning, with the first trip leaving the Transit Center at 6:00 a.m. Service would end at
6:00 p.m. All trips would leave/arrive at the Transfer Center on the hour and be timed so that the
maximum wait for a transfer between Route 3 and any other Shuttle route would be 10 minutes,reducing average transfer wait times.
Figure 2-3 Proposed Route 3 Bridge Street / Holmes
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City of Huntsville
Nelson\Nygaard Consulting Associates Inc. | 2-7
Route 4 Madison Square / University
Route 4 is one of Shuttles highest ridership routes, and it is the most productive. The Madison
Square Mall and Wal-Mart stops at the end of the line are among the highest ridership stops. On-
time performance is below average, with just 40 percent of trips arriving at timepoints between 0-
5 minutes late.
Route 4 is easy to understand and direct from downtown to Wal-Mart, and it has a nice mix of
land use with housing, commercial activity, and UAH along it. The ridership levels show the
demand for service in this corridor. Route 4 should be extended to serve Target and Moore Farm
Lane, replacing Route 12. Route 4 will also be extended to serve the area by the new Medicaid
office at University / West Park Loop. Route 4 should also serve the Social Security office south of
Madison Square Mall, replacing Tourist Loop service and serving some of the stops currently
served by Route 3.
Route 4s frequency would be improved from 60-minutes to 30-minutes. Route 4 would begin at
6:00 a.m. at the Transit Center and would end one hour later than it does today, returning to the
Transit Center at 6:52 p.m. Trips would be scheduled to leave/arrive at the Transfer Center onthe hour and half hour and be timed so that the maximum wait for a transfer between Route 4
and any other Shuttle route would be 10 minutes, reducing average transfer wait times.
Figure 2-4 Proposed Route 4 Madison Square / University
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City of Huntsville
Nelson\Nygaard Consulting Associates Inc. | 2-8
Route 5 Airport Road -and- Route 10 South Huntsville
Route 5 is one of the lower performing routes in terms of ridership and productivity. It duplicates
Routes 1 and 2 between the Transit Center and Parkway Place Mall, and also has a long one-way
loop through some unproductive areas. On-time performance is above average.
Route 10 is also one of the lower performing routes in terms of ridership and productivity, but it
has almost double the ridership of Route 5, and it is more productive. Route 10 operates a large
one-way loop through South Huntsville that introduces significant out-of-direction travel for
many riders. In addition, there is no timed transfer at the Parkway Place Mall between Route 10
and Routes 1, 2, or 5. Persons wishing to travel to or from South Huntsville often must make two
transfers, which given mostly 60-minute existing frequencies, leads to excessively long travel
times. Given the one-way loop and the transfer issues, the fact that Route 10s ridership is this
high is surprising and shows the demand for service in this area.
Routes 5 and 10 should be combined into a new Route 10 that creates a one-seat ride from
downtown Huntsville to South Huntsville and continues to serve the highest ridership points on
the existing Route 5.The new Route 10 would operate between downtown and Parkway Place Mall via the current
Route 5 alignment. It would then serve Crestwood Medical Center via Drake Avenue and
Whitesburg Drive. It would then serve the Mental Health Center and apartments on Golf Road,
and continue on the existing Route 10s alignment to the Target at Bailey Cove. Route 10 would
then return to downtown via the Benaroya Lane loop, Mental Health Center on Golf Road,
Crestwood Medical Center, and Parkway Place Mall. This alignment would allow trips to/from
the Mental Health Center without a lengthy out-of-direction ride. In addition, it would allow bi-
directional service from South Huntsville to the Publix by Whitesburg Drive / Airport Road.
The new Route 10 would continue to operate at a 60-minute frequency, with the first trip leaving
the Transit Center at 6:00 a.m. and the last trip arriving at the Transit Center at 6:45 p.m. This
represents an hour later service for existing Route 5 and Route 10 patrons. The first trip in themorning for existing Route 10 patrons would also be shifted later. All Route 10 trips would be
scheduled to leave/arrive at the Transfer Center on the hour and be timed so that the maximum
wait for a transfer between Route 10 and any other Shuttle route would be less than 10 minutes.
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City of Huntsville
Nelson\Nygaard Consulting Associates Inc. | 2-9
Figure 2-5 Proposed Route 10 South Huntsvil le
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City of Huntsville
Nelson\Nygaard Consulting Associates Inc. | 2-10
Route 6 Southwest Huntsville
Route 6 is a stellar performer, with the third highest ridership and the second highest
productivity of all Shuttle Routes. The land-uses along Route 6 are almost exclusively residential
meaning Route 6 operates as a neighborhood collector for trips and transfers at the Transit
Center. On-time performance is marginal, with only 54 percent of trips operating 0-5 minutes
late at timepoints.
The ridership patterns and consistent loads are clear warrants for additional service. No
alignment changes are recommended for Route 6, but frequency should be increased from hourly
service to 30-minute service. In addition, the last trip of the day on Route 6 should leave the
Transit Center at 6:00 p.m. and travel the entire length of Route 6, so that all stops are served on
the last trip. This effectively improves span of service for more than half of Route 6 by an hour.
The last trip would arrive at the Transit Center at 6:52 p.m.
Trips would be scheduled to leave/arrive at the Transfer Center on the hour and half hour and be
timed so that the maximum wait for a transfer between Route 6 and any other Shuttle route
would be 10 minutes on the hour. On the half-hour, transfers to Route 4 would be possible in a10-minute window. This schedule change would reduce average transfer wait times.
Route 7 Alabama A&M University
Route 7 is an above average performer in terms of both ridership and productivity. It operates a
counterclockwise loop through North Huntsville and mostly corresponds to a clockwise loop
operated by Route 8. On-time performance is poor, with only 29 percent of trips operating
between 0-5 minutes late.
Route 7 should have minor alignment changes to better coordinate with Route 8 and serve the
appropriate destinations in North Huntsville. Specifically, Route 7 should:
Serve Medaris Road in the westbound direction only. This will replace Route 8 service on
Medaris Road.
Serve the Madison County Health Department on Max Luther with every trip.
Delete the deviation into Wal-Mart and instead stop on Sparkman.
Operate on Blue Springs Road/Oakwood Avenue/Washington Street instead of Memorial
Parkway and University Avenue. The rational for this change is to provide bi-directional
service to the Kroger to facilitate shopping for existing and potential patrons living along
Route 7.
Streamline the routing to/from the Transit Center to use the Cleveland Avenue to access
Meridian Street directly without travelling on Church Street.
Route 7 would continue to operate at a 60-minute frequency, as it does today. The first trip would
leave the Transit Center at 6:00 a.m., and the last trip would end at 6:52 p.m. This is almost one-hour later than current service ends and allows for people to leave work after 5:00 p.m. and still
be able to make it back to north Huntsville. All Route 7 trips would be scheduled to leave/arrive
at the Transfer Center on the hour and be timed so that the maximum wait for a transfer between
Route 7 and any other Shuttle route would be 10 minutes, reducing average transfer wait times.
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City of Huntsville
Nelson\Nygaard Consulting Associates Inc. | 2-11
Figure 2-6 Proposed Route 6 Southwest Huntsvill e
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City of Huntsville
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Figure 2-7 Proposed Route 7 Medaris Road / Alabama A&M University
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City of Huntsville
Nelson\Nygaard Consulting Associates Inc. | 2-13
Route 8 Medaris Road / Alabama A&M University
Route 8 is an above average performer in terms of both ridership and productivity. It operates a
clockwise loop through North Huntsville and mostly corresponds to a counterclockwise loop
operated by Route 7. On-time performance is decent, with 71 percent of trips operating between
0-5 minutes late. Route 8 has eight more minutes scheduled to operate its loop than Route 7,
leading to the disparities in on-time performance.
Route 8 should have minor alignment changes to better coordinate with Route 7 and serve the
appropriate destinations in North Huntsville. Specifically, Route 8 should:
Cease serving Medaris Road. Route 7 would serve Medaris Road instead.
Serve the Venona Loop. Currently Venona only has service in one direction, and this
recommendation will add bi-directional service to this densely populated area.
Serve Stringfield Road between Tee Jay Drive and Blue Springs Road. The route will
travel to Hilltop Terrace via Tee Jay Drive, Cutler Drive, and Bluehaven Drive. As a
result, Route 8 will no longer travel on Blue Springs Road between Stringfield Road and
Hilltop Terrace.
Operate on Blue Springs Road/Oakwood Avenue/Washington Street instead of Memorial
Parkway and University Avenue. The rational for this change is to provide bi-directional
service to the Kroger to facilitate shopping for existing and potential patrons living along
Route 8.
Streamline the routing to/from the Transit Center to use the Cleveland Avenue to access
Meridian Street directly without travelling on Church Street.
Route 8 would continue to operate at a 60-minute frequency, as it does today. The first trip
would leave the Transit Center at 6:00 a.m., and the last trip would end at 5:52 p.m. All Route 8
trips would be scheduled to leave/arrive at the Transfer Center on the hour and be timed so that
the maximum wait for a transfer between Route 8 and any other Shuttle route would be 10
minutes, reducing average transfer wait times.
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City of Huntsville
Nelson\Nygaard Consulting Associates Inc. | 2-14
Figure 2-8 Proposed Route 8 Alabama A&M University
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City of Huntsville
Nelson\Nygaard Consulting Associates Inc. | 2-15
Route 9 NW Huntsville / Oakwood University
Route 9 is an above average performer in terms of ridership, and has above average productivity.
It operates a large clockwise one-way loop that serves northwest Huntsville. On-time
performance is below average, with 43 percent of trips operating between 0-5 minutes late.
The large one-way loop design of Route 9 ensures that any patron will ride the full length of the
entire route on a round-trip, forcing every passenger through the transfer center at least once
during their trip. In addition, a trip from the Alabama Career Center on Sparkman Drive to
Jordan Lane requires a transfer, as Route 9 does not operate this as a continuous loop. Such a
route design is a severe disincentive for potential patrons.
Route 9 should be redesigned to shorten the existing loop and provide a way for residents along
the western portion of the loop to have access to a grocery store, without needing a transfer. With
that in mind, the Sparkman Drive and the north Washington Street segments of the route should
be deleted. Sparkman Drive would still have service from Routes 7 and 8.
Route 9 should operate between the Transit Center and Presbyterian Towers in both directions
along the alignment of the existing Route 1 (Route 9 will replace Route 1 in this segment). Route9 should then continue along its existing loop alignment and return to Presbyterian Towers via
Pulaski Pike. Route 9 will not go into Presbyterian Towers in either direction. Instead, patrons
will need to walk to the on-street stop at Country Club and Canary. This alignment will ensure
that Presbyterian Towers will now have bi-directional service to Kroger, and also ensure that
anyone living along Route 9 will also have easy access to this grocery store.
Route 9 would continue to operate at a 60-minute frequency, as it does today. The first trip
would leave the Transit Center at 6:00 a.m., and the last trip would end at 6:30 p.m. in the
inbound direction at Pulaski Pike and Sparkman. Service would be 30-minutes earlier an