Alternatives Analysis, Highway 101
Widening Project - Final Report
Executive
Summary
S.1 Problem
Statement
In March, 1993 the Draft Environmental Impact
Statement/Report - Route 101 Six-Lane Project Between Milpas Street
in the City of Santa Barbara and 1.1 Miles North of the Ventura
County line in the City of Carpinteria (draft EIR) was released
for public comment by Caltrans. The release of this document
resulted in significant expressions of public concern regarding the
project's impacts on the community and its quality of life, and
generated public enthusiasm for the consideration of alternative
modal solutions within the Highway 101 Corridor.
Responding to the public's interest in studying alternative
solutions within the Highway 101 Corridor in the urbanized South
Coast, the Santa Barbara County Association of Governments (SBCAG)
initiated this study, Alternatives Analysis of Highway 101
Corridor, in December, 1993.
The purpose of the Alternatives Analysis of Highway 101
Corridor project is to identify and analyze all transportation
modes and operational management strategies within the Highway 101
Corridor in the urbanized South Coast. The study also demonstrates
the degree to which travel can be shifted from auto use on Highway
101 to alternative modes of transportation. These measures are
intended to forestall the need for additional vehicle capacity in
the Corridor through the year 2015. For the purpose of this study,
the Highway 101 Corridor extends from just west of the Ventura
County line in Carpinteria to Milpas Street in Santa Barbara.
To ensure that all participants in the study process acquired and
maintained a common understanding of the problem to be addressed and
the objective of the study, a Problem Statement and Study Objective
were adopted by the Technical Advisory Committee (TAC) and the
Community Advisory Committee (CAC) at the beginning of the project.
These served as starting points in the process and as stimuli for
the generation of solutions:
The objective of this study is to identify methods, costs, and
feasibility of accommodating future travel through the use of
alternative transportation modes and related policies such that the
need to widen Route 101 between Milpas Street in downtown Santa
Barbara and the Ventura County line could be avoided before the year
2015.
In recognition of our current reliance on single occupant vehicle
travel, it is important that the study be prepared in a manner that
creates an alternative transportation environment which entices the
user and compels its use.
In specific reference to that portion of Highway 101 between
Milpas Street and the Ventura County line, what short term and long
term programs and projects can be identified, funded and implemented
to accommodate future travel through the use of alternative modes
and;
- avoid the need to widen Highway 101 before the year 2015,
- create an attractive alternative transportation environment
which entices the user and compels its use while maintaining
mobility standards, and
- respect the community's desire to maintain and enhance a high
quality of life and viable economy for current and future
generations.
S.1.1 Assessment of the Setting
S.1.1.1 Physical Characteristics of the
Corridor
The 12-mile portion of Highway 101
addressed in this study is a four-lane freeway. Milpas Street is the
point where Highway 101 transitions from six lanes to the four-lane
configuration which exists through the project area. Congestion
occurs during peak traffic periods at this transition point. From
Milpas Street to approximately Evans Avenue, through Montecito,
Highway 101 is lined with mature vegetation which gives it a
parkway-like character and a physical beauty that is well-know
throughout Southern California and beyond. It serves as a unique
gateway to the City of Santa Barbara. The overcrossings and
irregular ramp configurations, such as the left-hand ramps at Hot
Springs Road and at Sheffield Drive, and the isolated ramps such as
the southbound on-ramp from South Jameson Lane, are substandard by
today's design criteria. There is some community concern that
efforts to widen the roadway and/or upgrade the interchanges to
current standards will have significant negative impacts on the
unique character of this roadway and on the communities surrounding
it. The traffic volumes along this segment of Highway 101,
approaching downtown Santa Barbara, tend to be higher, by as much as
thirty-five percent, compared to the eastern end of the Corridor.
Significant weekend peak period congestion occurs westbound
(northbound) on Saturday.
The traffic volumes in the eastern portion of the Corridor are
somewhat lower, although weekend peak period traffic, particularly
eastbound (southbound) Sunday afternoon traffic, results in
congested conditions. In the city of Carpinteria, the freeway forms
a barrier to local access and circulation, with its limited number
of two-lane overcrossings. The substandard ramps in this portion of
the Corridor present capacity and safety issues.
S.1.1.2 Traffic Flow in the
Corridor
Weekday peak period traffic flow on
Highway 101 is dominant in the northbound direction during the
morning peak period (7 a.m. to 9 a.m.) with the reverse occurring
during the evening peak period (4 p.m. to 6 p.m.). Currently, while
back-ups and delay do sometimes occur southbound during the evening
peak period, particularly in merge/diverge sections such as the area
west of Milpas Street, there is generally limited congestion or
slowing during the weekday peak periods. However, when accidents
occur, long traffic queues result due to the heavy traffic volume.
Although there are several roads that are parallel to Highway 101,
including Casitas Pass Road and Padaro Lane, none are continuous.
This causes local congestion as drivers are forced to divert either
onto Highway 101 or other parallel facilities to proceed through the
Study Area.
The heaviest traffic flow along Highway 101 currently occurs in
the eastbound direction during the Sunday afternoon peak period,
particularly during summer months. This traffic is generally
comprised of tourists returning from weekend recreation in Santa
Barbara or coastal attractions to the north.
Based on the SBCAG's travel forecasts, traffic volumes along
Highway 101 will increase by 24 to 41 percent depending upon the
location along the Corridor by the year 2015, even if no
improvements are made along the Highway 101 Corridor. With no
additional improvements and no significant shift in mode of travel
or of vehicle occupancy trends, Highway 101 is estimated to operate
at level of service E or worse along the entire length of the
Corridor by 2015. This condition represents congested traffic flow
with significant delays and reduced travel speeds (approximately 20
to 30 miles per hour). Once speeds along the freeway drop below 30
miles per hour, the parallel arterials begin to offer attractive
alternatives to motorists, particularly those making shorter trips.
As a result, traffic volumes along these arterials will also
increase, with the accompanying problems of congestion, noise and
air quality deterioration and neighborhood intrusion.
S.1.1.3 Travel
Characteristics
Travel forecast modeling is used to
estimate future travel patterns within the Corridor. SBCAG's travel
model is used for regional as well as corridor level planning in the
region. Based on the SBCAG travel model simulation of 1990
conditions, approximately 23 percent of the average daily trips
generated in the Corridor are work-related trips, with approximately
12 percent being home-based work trips. The largest trip purpose (27
percent) in the Corridor is estimated to be home-based-other trips,
which includes resident recreational trips, trips to the doctors,
and any other trip which is not to work, school or shopping. The
non-home-based-other trips comprise approximately 24 percent of the
Study Area trips. Visitor trips are estimated to comprise
approximately 4 percent of the weekday Study Area trips.
The intercept travel survey, conducted in April and May of 1994
as part of this study, found that the dominant trip purpose (62
percent) for travelers on Highway 101 during the weekday evening
peak period was home-based-work, since most of the drivers during
this time of day were commuters returning home from work (see Table
S-1).
Approximately 45 percent of the drivers surveyed on Highway 101
indicated they began their trip in the South Coast and traveled to
Ventura County.
Table
S-1
Summary of Survey Trips by Trip
Purpose
| Purpose |
Sunday Peak
Period |
Tuesday Midday |
Tuesday Peak
Period |
| No. of Survey Responses |
Percent of Trips |
No. of Survey Responses |
Percent of Trips |
No. of Survey Responses |
Percent of Trips |
| Home-Work |
159 |
11.4% |
96 |
29.9% |
895 |
62.2% |
| Home-School |
36 |
2.6% |
21 |
6.5% |
56 |
3.9% |
| Home-Shop |
160 |
11.4% |
44 |
13.7% |
86 |
6.0% |
| Home-Hotel |
194 |
13.9% |
16 |
5.0% |
39 |
2.7% |
| Home-Other |
808 |
57.7% |
105 |
32.7% |
268 |
18.6% |
| Work-Other |
8 |
0.6% |
24 |
7.5% |
64 |
4.4% |
| Work-Hotel |
1 |
0.1% |
2 |
0.6% |
3 |
0.2% |
| Other |
34 |
2.4% |
13 |
4.0% |
29 |
2.0% |
| TOTAL |
1,400 |
100.0% |
321 |
100.0% |
1,440 |
100.0% |
Although forecast growth and development in Ventura County,
particularly in employment, may alter this pattern over time, it is
expected that this commute pattern will continue into the future.
The SBCAG travel model estimates a 30 percent growth in tripmaking
between the South Coast and areas outside the County by the year
2015, with the majority of these trips destined for Ventura County.
The survey also found that during the Sunday peak period,
home-based-other trips (including home-based-hotel trips returning
home) represented almost 72 percent of the trips along Highway 101.
Based on the SBCAG travel forecasts for year 2015, the current
distribution of trip purposes is projected to continue into the
future. Work-related trips will continue to represent approximately
23 percent of the trips in the Study Area while home-based other and
non-home-based other will comprise 27 and 24 percent of the trips
respectively.
The majority of trips in the Highway 101 Corridor are made in
single-occupant automobiles. Sixty-nine percent of the work-commute
trips in the Santa Barbara County Census Division (CCD) that
includes Santa Barbara and Goleta and 70 percent of the work-commute
trips in the Carpinteria CCD in 1990 were drive-alone trips. The
result is an average vehicle occupancy for home-to-work commute
trips in the Santa Barbara County of approximately 1.11 persons per
vehicle.
Average vehicle occupancy for other trip purposes, particularly
home-based-shop and home-based-other is typically higher than for
home-based-work trips. When trips of all purposes are considered,
the average vehicle occupancy for Santa Barbara County is
approximately 1.41 persons per vehicle, up from 1.38 in 1980.
S.1.1.4 Factors Affecting Mode
Choice
A component of the SBCAG travel model is
mode choice. Extensive research in travel mode choice behavior has
concluded that people act as rational economic consumers of travel,
choosing the mode that provides them the least perceived
"generalized cost" for a given trip, in terms of both travel time
and monetary costs, as well as "quality of service" factors such as
comfort, convenience of use, and reliability of arrival times.
Travel time is not equally valued by travelers; the time spent
traveling within a vehicle (car, bus or train) is less onerous (by a
factor of 1/3 to 1/2) than the time spent walking to/from the
vehicle or waiting for the vehicle. The cost of the trip is
perceived by travelers as the "out-of-pocket" cost of the trip, in
terms of transit fares paid or automobile parking charges and tolls
incurred during a trip. The perceived out-of-pocket costs for a
specific trip do not include the other, usually larger, costs of
automobile ownership such as depreciation, insurance, etc.
Therefore, to induce travelers to shift from the current
predominant choice of single occupant vehicles (SOV) for at least
some of their daily trips, the relative "generalized costs" of SOV
versus alternative modes such as carpool and transit must be changed
from the current conditions; the economic "signals" being sent to
travelers must be modified. This can be accomplished both by making
alternatives to SOV use more competitive with High Occupancy
Vehicles (HOV) and by making SOV usage less competitive with
alternative modes. These underlying travel behavior concepts formed
the basis for the development of alternatives to the widening of
Highway 101 and their forecast ability to reduce future automobile
use. These factors explain the reasons why particular modes are more
"attractive" to trip-makers for specific trips in the South Coast,
as elsewhere in North America, and why the proposed alternatives
have the forecast travel impacts that are shown. (See the discussion
of hidden costs in Section S.1.2.6.)
S.1.2 Analysis Alternatives
Three "analysis
alternatives" to the Highway 101 Widening Project were developed
with public input including many comments which shaped the Request
for Proposal for this study. An early scoping meeting in February
1994 identified basic ideas to reduce congestion and generally
reduce automobile usage, which the community identified as
important. Ideas were then grouped and refined into preliminary
alternative measures, shaped through review by both the TAC and CAC
and refined into packages of alternatives to be assessed for
effectiveness in meeting project goals. Each package represented a
substantially different strategy for accommodating travel demand in
the Highway 101 Corridor in order to analyze a broad range of
options. They included:
- Enhanced bus transit to include express bus service between
Isla Vista and Ventura, and complementary improvements to local
service (Enhanced Bus analysis alternative).
- Implementation of rail transit between Carpinteria and Isla
Vista with complementary express bus service between Santa Barbara
and Ventura and enhanced local bus services (Rail Transit analysis
alternative).
- A significant parking pricing policy including enhanced
applications of Travel Demand Management (TDM) strategies
(Pricing/Enhanced TDM analysis alternative).
S.1.2.1 Enhanced Bus Transit Analysis
Alternative
The enhanced bus transit package would
provide significant express bus service along the Highway 101
Corridor on both weekdays and weekends. Figure S-1 [not available]
indicates conceptual bus station locations, route and shuttle
rerouting, and new service locations. Enhanced bus service
includes:
- Weekday express bus service along the length of Highway
101/Route 217 between downtown Ventura and Isla Vista/UCSB (15
additional buses).
- Freeway Flyer stops at:
- Carpinteria at the Linden Avenue/Highway 101 interchange,
- Summerland at the Via Real/Evans Avenue/Hollister
Street/Highway 101 interchange,
- Montecito at the San Ysidro Road/Highway 101 interchange,
- Downtown Santa Barbara at the Castillo Street/Highway 101
interchange,
- Five Points at the La Cumbre Road/Las Palmas Drive/Highway
101 interchange,
- Goleta at the Hollister/Route 217 interchange, and
- Isla Vista at the existing UCSB transfer center.
- Increased service hours and frequency (peak period, base, and
evening) on existing MTD routes, for collection/distribution to
freeway flyer stops and express bus service (57 additional buses).
- An increase of 182,800 annual revenue vehicle hours of
service.
The capital costs for the enhanced bus analysis alternative are
estimated to range between $43 to $47 million, expressed in 1994
dollars. Annual operating and maintenance costs to implement these
enhanced bus services are projected to cost an additional $10.3 and
$11.7 million per year in 1994 dollars, over and above MTD's current
operating and maintenance costs. The lower estimate is based upon
the assumption that the new express services are contracted out to
private company operation, while the higher number assumes that MTD
would operate all new services as well as continue to operate the
existing bus services. However, these increased operating costs
would be partially offset by increases in passenger fare revenues
from increased ridership. More specific costs should be developed
once specific station and service location adjustments have been
recommended.
S.1.2.2 Rail Transit Service Analysis
Alternative
The rail transit service analysis
alternative assumes the addition of new rail transit service along
the Southern Pacific Coast Line. The new rail transit service would
operate along the 22-mile segment between Carpinteria and Isla
Vista. Figure S-2 [not available] presents a conceptual layout of
the rail transit service package.
- Trains could either share the existing rail line or operate on
a new, dedicated single-line track to be built adjacent to the
existing track.
- Either Light Rail Transit (LRT) or Diesel Rail Car (DRC). The
LRT, which is electrically powered via overhead wires (catenary),
would run at-grade along a new, dedicated single-track line
parallel to the existing Southern Pacific track. The DRC, which is
self propelled using diesel engines, would run on the existing,
mostly single track Southern Pacific (SP) line.
- Changes to existing local MTD bus routes to provide feeder and
distributor services (32 additional peak buses).
- Seven rail stations (see Figure S-2 [not available])
including:
- Carpinteria at Linden Avenue,
- Summerland near the Evans Avenue entrance to the Look Out
County Park,
- Montecito at Olive Mill Road,
- Downtown Santa Barbara at the existing Amtrak station,
- Five Points area near the State Street railroad overpass,
- Goleta at the Patterson Avenue railroad underpass, and
- Isla Vista at the Storke Avenue/Glenn Annie Road railroad
underpass.
- Park-and-ride lots at proposed rail transit stations at
Carpinteria, Downtown Santa Barbara, Goleta and Isla Vista.
- Complimentary weekday express bus service between the Santa
Barbara and Ventura Amtrak stations.
The estimated capital costs for the rail transit package range
from $134 million (1994 dollars) for the Diesel Rail Car (DRC)
technology operating on existing Southern Pacific tracks to $357
million (1994 dollars) for a Light Rail Transit (LRT) system which
would require that 22 miles of new track be installed along the
Southern Pacific right-of-way, along with associated electrical
power distribution system. Either rail technologies would require a
vehicle maintenance facility and associated vehicle storage yard
along with the acquisition of vehicle rolling stock. Of these
totals, it is estimated that $10.5 million would be needed to
purchase additional buses to operate the express bus service and
expanded feeder bus routes contained in this package and another $12
million in other support elements such as park-and-ride lots, rail
stations, and expansion of bus maintenance facilities to accommodate
the larger fleet size.
Annual operating and maintenance costs are estimated to increase
by $10.5 million over current levels for the LRT option and $15.5
million for the DRC option. LRT is less costly to operate and
maintain than the DRC technology, though it is significantly more
costly to construct within this Corridor.
S.1.2.3 Pricing/Enhanced Travel Demand Management
(TDM) Analysis Alternative
The Pricing/Enhanced TDM
analysis alternative included no new facilities or bus service. Two
primary elements were analyzed.
- Employer element: full realization of the existing City/County
TDM Ordinance.
- Areawide element: pricing strategies which affect all modes of
travel, and promotional strategies for employers, residents and
visitors.
1. Employer Element: all employers with 20 or
more employees in the region would be mandated to implement
aggressive TDM programs which include:
- a part- or full-time employee transportation coordinator,
ridematching and information services,
- flexible work hours for employees who rideshare,
- vanpool development with operating assistance,
- on-site bus pass sales and information programs,
- a guaranteed ride home program,
- a 4/40 work week that would be available to and utilized by 22
percent (based on national research) of the total employee
population,
- a 9/80 work week that would be available to and utilized by 7
percent (based on national research) of the total employee
population,
- a telecommuting program would be available to and utilized by
18 percent (based on national research) of the total employee
population an average of two days per week,
- preferential parking for carpools and vanpools which save
employees walking time from their vehicle to the building
entrance, and
- a transit subsidy of $0.50 per day for employees who take the
bus to work.
2. Area-wide Element:
- Automobile Trip Pricing -
- a parking fee or charge for parking of $3.00 per day (1994
dollars) for single occupant vehicles (SOVs) on long term
parking, and
- a $0.70 per carpool passenger per day on long term
parking.
- Transit fare reduction - 50% transit fare reduction for all
types of riders and trip types.
Currently, over 420 employers with 20 or more employees are
implementing TDM programs for their employees in response to the
ordinance. The commute options, incentives and level of effort
varies greatly among companies. The 1993 employer survey conducted
by Traffic Solutions found that between 17% to 33%
of employers are offering some, but not all, of these
measures. It is recognized (Shoup, 1995) that pricing (e.g. charging
drivers for use of an auto) is one of the most effective strategies
for reducing trips, and therefore, traffic congestion. Research on
ridership response to fare reductions indicates a national average
fare "elasticity" of 0.37; that is, for every 10% decrease in fares,
there is a corresponding 3.7% increase in transit ridership. This
level of transit fare reduction could generate a 18.5% average
increase in transit ridership.
Aggregate additional annual costs to South Coast employers for
the employer element are estimated at $4.7 million per year in 1994
dollars (including the transit fare subsidy described above). This
estimate is based upon soon to be published national research on
observed costs of various TDM programs. The $3.00 per day fee on
long term parking could generate upwards of $25 million per year in
revenues, which could be used to reimburse employers, to fund
expansion of bus services, and subsidize transit passes. Therefore,
the overall fiscal impact (including the parking fee) of this
alternative to the public and private sectors would be at worst
neutral (all parking fee revenues used to fund program elements) or
could generate excess revenues for transportation or other
improvements in the South Coast.
S.1.2.4 Elements Common to All
Strategies
Several elements are common to all of
the strategies; they include:
- Nonmotorized support strategies and transportation system
management measures, activities and improvements were included in
all analysis alternatives.
- Bicycle paths and support facilities (e.g. lockers at transit
stations) are included based on facilities identified as needed
within the Study Area limits in the Regional Bikeway
Study (SBCAG, 1994).
- Transportation system management elements, based on the
Traffic Operations System Plan for District 5 currently under
development, include the addition of ramp metering and provision
of HOV bypass lanes at the Linden Avenue, Milpas Street, and
Castillo Street freeway ramps.
- Where sufficient shoulder width exists, the provision of
bus-only lanes, or other bus priorities to enhance bus schedule
reliability at busy weekend or weekday peak periods.
S.1.2.5 No Build and Build
Alternatives
The No Build alternative assumes the
existing configuration of Highway 101 and other local streets in the
year 2015. The widening of Highway 101 as described in the Caltrans
draft EIR assumes a six-lane facility (three lanes in each
direction) between Milpas Street and the Ventura County line.
S.1.2.6 Hidden Costs of Automobile
Use
The costs of infrastructure built to
accommodate auto traffic are often underestimated in a general
economic sense under the assumption that they encourage economic
development. That causes alternatives to new roadway construction,
such as the Enhanced Bus Transit alternative, to be at a competitive
disadvantage since many of the costs associated with the Highway 101
widening alternative are externalized and borne by society rather
than the user (M.W. Cameron, Efficiency and Fairness on the
Road: Strategies for Unsnarling Traffic in Southern California,
1994). These costs are both internal and borne by the automobile
user or external and borne by society in the form of fuel taxes and
registration fees. Table
S-2 identifies elements of "hidden costs."
Table
S-2
Motor Vehicle Hidden Costs
|
Variable |
Fixed |
| Internal (User) |
Fuel |
Vehicle Purchase |
| Short-term Parking |
Vehicle Registration |
| Vehicle Maintenance |
Insurance Payments |
| User Time |
Long-term Parking Facilities |
| User Accident Risk |
Vehicle Maintenance |
| Stress |
|
| External (Social) |
Road Maintenance |
Road Construction |
| Traffic Law Enforcement |
"Free" or Subsidized Parking |
| Insurance Disbursements |
Traffic Planning |
| Congestion Delays |
Street Lighting |
| Environmental Impacts |
Land Use Impacts |
| Uncompensated Accident Risk |
Social Inequity |
Note: Italicized items represent
non-market costs Source: T. Litman, Transportation
Cost Analysis: Techniques, Estimates and Implications,
March 1995 |
These "hidden" costs could be used to more precisely develop
estimates of the true costs to the South Coast of the Highway 101
widening alternative. Table
S-3 summarizes typical internal and external costs that have
been estimated for automobile travel in the U.S.
Table
S-3
U.S. Motor Vehicle
Costs
(By Mile and Total)
|
Vehicle Miles Traveled
(billions) |
Internal Per Mile
(dollars) |
% of Total |
External Per Mile
(dollars) |
% of Total |
Total Costs Per Mile
(dollars) |
| Urban Peak Period |
460 |
$0.71 |
54% |
$0.61 |
46% |
$1.32 |
| Urban Off-Peak |
920 |
$0.71 |
68% |
$0.34 |
32% |
$1.05 |
| Rural |
920 |
$0.64 |
76% |
$0.20 |
24% |
$0.84 |
| Weighted Average |
|
$0.67 |
68% |
$0.32 |
32% |
$0.99 |
| Source: T. Litman, Transportation
Cost Analysis: Techniques, Estimates and Implications,
March 1995 |
Based on this national analysis, a cost of $0.40 per mile can be
applied during the peak periods and $0.27 during the off-peak
periods to approximately account for the "hidden" (external) costs
of auto travel in Santa Barbara. These cost estimates, an average of
the urban and rural external costs during each of the periods,
reflect the level of development in the Highway 101 Study Area.
Given an estimated average auto trip length of seven miles in the
South Coast, these "hidden" costs can also be expressed as an
average of $2.80 per peak period auto trip taken and $1.89 per
off-peak auto trip. These costs have not been added to cost
effectiveness analysis in this study.
S.1.3 Evaluation of the
Alternatives
Evaluation criteria identified by the
public and those ultimately approved by the TAC and CAC are listed
in Table
S-4. Many of these measures provide a quantitative basis for
comparison of the proposed alternatives. Travel statistics serve as
the basis for comparison in the measures of the problem and measures
of the solution. Other measures are qualitative in nature and
require subjective judgments. Thresholds of significance such as
those prescribed by local policy or through national, state, or
local environmental regulations are used where available. Examples
include federal and state ambient air quality standards, or Santa
Barbara County's congestion management program (CMP) level of
service (LOS) threshold, LOS D, for roadways and intersections on
the CMP system. The impacts of the three "analysis alternatives",
the No Build and the Build alternative are tabulated in Table
S-5.
Table
S-4
Evaluation Criteria
| Public Identified
Evaluation Criteria |
TAC/CAC
Approved Evaluation Criteria |
Measures of the Problem
Future congestion, lack of capacity Absence of
mobility Lack of integration of transportation modes
High proportions of single occupant vehicles |
Measures of the Problem
Forecast Daily Traffic on Highway 101 Forecast Daily
Level of Service (LOS) on Highway 101 Forecast Daily
Traffic On Parallel Arterials Total Vehicle Miles of
Travel (VMT) on Highway 101 Total Vehicle Hours of Travel
on Highway 101 Percent of VMT Operating at LOS F
Percent of VMT Operating at LOS E Total Daily Vehicle
Trips Produced in the Corridor Percent Single Occupant
Vehicles (SOV) |
Measures of the Solutions
Integration of Transportation Modes Increase in
average vehicle occupancy Increase in transit mode share
|
Measures of the Solutions
Forecast Daily Transit Ridership Forecast Percent
Transit Ridership Average Vehicle Occupancy (AVO) in the
Corridor Percent Daily Bike Trips Average Speed (MPH)
on Highway 101 Net Reduction in Daily Vehicle Trips |
Measures of Effectiveness
Freedom of mobility Maintenance of a viable &
healthy local economy Maximizing "bang for the buck"
Avoidance of the need to widen Highway 101 |
Measures of Effectiveness
Total Cost of the Alternative Total Annualized Cost of
the Alternative Annualized Total Cost Per Vehicle Trip
Reduced Annualized Capital Cost Per Vehicle Trip Reduced
Annualized O&M Cost Per Vehicle Trip Reduced
Average Daily Cost Per Driver ???? |
Measures of Community and Environmental
Impact Safety Minimizing environmental harm
and damage Compatibility with long term comprehensive
planning Maintenance of the area's "quality of life" |
Measures of Community and Environmental
Impact 2015 Daily Running Emissions 2015
Direct Energy Consumption Impact on Vegetative Cover
Impact on Community Character Planning
Compatibility |
Table S-5
Comparison of
Alternatives
| MEASURES OF THE PROBLEM |
Exist. 1993 |
2015 No Build |
2015 Build |
Enhanced Rail Alt. |
Enhanced Bus Alt. |
Parking Pricing TDM Alt. |
| Forecast daily traffic on Hwy 101 |
| E/O Salinas Street |
84,000 |
94,700 |
111,900 |
91,400 |
91,400 |
78,400 |
| E/O San Ysidro Road |
73,000 |
94,500 |
103,200 |
92,100 |
92,000 |
82,200 |
| E/O Padaro Lane (S) |
68,000 |
85,100 |
93,400 |
83,500 |
83,500 |
74,900 |
| E/O Casitas Pass Road |
65,000 |
81,200 |
92,600 |
80,000 |
79,900 |
74,000 |
| E/O Route 150 |
56,000 |
76,900 |
76,900 |
76,000 |
75,700 |
71,800 |
| Forecast peak hour level of service (LOS) |
V/C - LOS |
V/C - LOS |
V/C - LOS |
V/C - LOS |
V/C - LOS |
V/C - LOS |
| E/O Salinas Street |
WB |
0.78 - D |
0.88 - D |
0.66 - C |
0.85 - D |
0.85 - D |
0.73 - D |
| EB |
0.95 - E |
1.07 - F |
0.81 - D |
1.04 - F |
1.04 - F |
0.89 - E |
| E/O San Ysidro Road |
WB |
0.68 - C |
0.88 -D |
0.61 - C |
0.86 - D |
0.86 - D |
0.77 - D |
| EB |
0.83 - D |
1.07 - F |
0.75 - D |
1.05 - F |
1.05 - F |
0.94 - E |
| E/O Padaro Lane (S) |
WB |
0.56 - C |
0.70 - C |
0.49 - C |
0.68 - C |
0.69 - D |
0.61 - C |
| EB |
0.77 - D |
0.96 - E |
0.67 - C |
0.94 - E |
0.95 - E |
0.85 - D |
| E/O Casitas Pass Road |
WB |
0.53 - C |
0.66 - C |
0.48 - C |
0.66 - C |
0.66 - C |
0.61 - C |
| EB |
0.73 - D |
0.92 - E |
0.67 - C |
0.90 - E |
0.91 - E |
0.84 - D |
| E/O Route 150 |
WB |
0.29 - B |
0.40 - B |
0.40 - B |
0.40 - B |
0.40 - B |
0.38 - B |
| EB |
0.40 - B |
0.56 - C |
0.55 - C |
0.55 - C |
0.55 - C |
0.52 - C |
| Forecast daily traffic on parallel
arterials |
| E/O Salinas Street: |
| Hwy. 192 |
7,800 |
9,500 |
4,200 |
9,200 |
9,200 |
7,900 |
| Old Coast Highway |
6,900 |
8,400 |
4,900 |
8,100 |
8,100 |
6,900 |
| Cabrillo Blvd. |
12,500 |
15,300 |
9,700 |
14,800 |
14,800 |
12,700 |
| E/O San Ysidro Road: |
| Hwy. 192 |
8,500 |
10,900 |
1,600 |
10,600 |
10,600 |
9,400 |
| North Jameson Lane |
1,600 |
2,000 |
4,700 |
2,000 |
2,000 |
1,800 |
| E/O N. Padaro Lane: |
| Hwy. 192 |
3,200 |
4,200 |
2,000 |
4,100 |
4,100 |
3,700 |
| Via Real |
7,100 |
9,300 |
5,000 |
9,100 |
9,100 |
8,200 |
| E/O Casitas Pass Road: |
| Hwy. 192 |
2,200 |
3,100 |
1,000 |
3,000 |
3,000 |
2,800 |
| N. Via Real |
2,400 |
3,400 |
1,900 |
3,300 |
3,300 |
3,100 |
| Carpinteria Ave. |
5,800 |
8,200 |
1,200 |
8,100 |
8,000 |
7,500 |
| Total vehicle miles of travel on Hwy. 101 |
851,400 |
1,224,500 |
1,340,000 |
1,208,000 |
1,207,000 |
1,127,500 |
| Total vehicle hours of travel on Hwy. 101 |
15,500 |
45,200 |
31,500 |
42,500 |
42,500 |
35,000 |
| Percent VMT operating at LOS E |
0% |
66% |
0% |
67% |
67% |
13% |
| Percent VMT operating at LOS F |
0% |
34% |
0% |
33% |
33% |
0% |
| Total daily veh trips produced in corridor |
427,500 |
445,800 |
446,100 |
421,900 |
422,300 |
337,000 |
| Percent SOV |
|
67% |
66% |
61% |
60% |
48% |
| MEASURES OF THE SOLUTION |
| Forecast daily transit ridership |
7,800 |
13,300 |
12,100 |
45,000 |
44,500 |
14,800 |
| Forecast percent transit |
1.1% |
2.0% |
2.0% |
7.3% |
7.2% |
2.4% |
| AVO in corridor |
N.A. |
1.43 |
1.36 |
1.46 |
1.46 |
1.71 |
| Percent daily bike trips |
0.70% |
0.70% |
0.70% |
0.88% |
0.88% |
1.01% |
| Average speed (mph) on Hwy. 101 |
54.7 |
27.1 |
42.5 |
28.4 |
28.4 |
32.3 |
| Net reduction in daily vehicle trips |
0 |
0 |
0 |
24,200 |
23,800 |
109,100 |
| MEASURES OF EFFECTIVENESS |
| Total cost of the alternative (millions of 1994
$) |
$0 |
$0 |
$102 - $142 |
$134 - $357 |
$43 - $47 |
N.A. |
| Total annualized cost of the alt. ($
millions) |
$0 |
$0 |
$10.8 - $15.0 |
$10.8 - $28.8 |
$5.5 - $6.0 |
$5.0 (1) |
| Annualized Total cost/vehicle trip reduced |
N.A. |
N.A. |
N.A. |
$3.10-$6.30 |
$2.30-$2.60 |
$0.17 |
| Annualized capital cost/vehicle trip reduced |
N.A. |
N.A. |
N.A. |
$1.55-$4.15 |
$0.80-$0.90 |
N.A. |
| Annualized O&M cost/vehicle trip reduced |
N.A. |
N.A. |
N.A. |
$1.55-$2.15 |
$1.50-$1.70 |
$0.17 |
| MEASURES OF ENVIRONMENTAL/COMMUNITY
IMPACT |
| 2015 daily running vehicle emissions |
| Reactive Organic Gases (ROG) (tons/day) |
|
0.29 |
0.25 |
0.24 |
0.24 |
0.23 |
| Oxides of Nitrogen (NOx)(tons/day) |
|
1.44 |
1.41 |
1.28 |
1.26 |
1.20 |
| Carbon Monoxide (CO)(tons/day) |
|
3.59 |
2.89 |
2.77 |
2.57 |
2.51 |
| Particulate Matter (PM10)(tons/day) |
|
0.52 |
0.42 |
0.61 |
0.37 |
0.36 |
| 2015 Direct Energy Consumption ( Billion Btu) |
|
2,530 |
2,770 |
2,500 |
2,490 |
2,330 |
| Impact on Vegetative Cover (2) |
N.A. |
X |
--- |
X-- |
--- |
X |
| Impact on Community Character (2) |
N.A. |
--- |
--- |
X-- |
X |
X |
| Planning Compatibility (2) |
N.A. |
--- |
+ |
+ |
+ |
+ |
1. The total annualized cost of the
Pricing/Enhanced TDM alternative reflects the costs of the
enhanced TDM components of the alternative. The parking
pricing component of the alternative would generate more than
enough revenue to cover the costs of the program, making the
cost per trip reduced effectively to zero. 2. "+" indicates
positive impact, "X" indicates no perceived impact, "---"
indicates negative impact |
The Pricing/Enhanced TDM analysis alternative achieves the
greatest degree of improvement in the Measures of the Problem,
Measures of the Solution, Measures of Effectiveness and Measures of
Environmental and Community Impact of the three alternatives to the
highway widening. This is primarily due to the assumed area wide
parking fee disincentive. The best forecast traffic Level of Service
on Highway 101 and lowest traffic volumes on parallel arterials are
still predicted to result from the highway widening. This is due to
the faster travel speeds which result from the additional capacity
offered by the widening, making Highway 101 the most attractive
route to drivers, even in the face of increased traffic volumes on
Highway 101 predicted for the Build alternative. The highway
widening is still predicted to result in the lowest traffic volumes
on parallel arterials. Travel speeds will be faster as a result of
the additional capacity, even in the face of increased traffic
volumes predicted for the Build alternative.
S.1.3.1 Measures of the
Problem
Measures of the Problem compare the
forecast traffic volumes and resulting levels of service along
Highway 101 and on parallel arterials. Highway 101 evaluations
consider the average daily traffic volumes and the peak hour level
of service congestion which reflects the directional split in
traffic flow. The parallel arterial comparison is based on average
daily traffic as directional splits were not available for these
facilities.
Highway 101 Traffic Volumes and Level of Service
(LOS). Vehicle Miles of Travel (VMT) on Highway 101
are forecast to increase approximately 43 percent over 1993 levels
by the year 2015 for the No Build alternative. Forecast VMT varies
slightly among the alternatives, with the Build alternative forecast
to have the highest VMT on Highway 101 and the Pricing/Enhanced TDM
alternative the lowest, with a difference of 16 percent between
them.
Only the Build alternative is forecast to provide for acceptable
(as defined by the County's CMP) traffic flow (LOS D or better)
along all segments of Highway 101 on an average daily basis in the
year 2015. Based on measures of congestion, the Pricing/Enhanced TDM
alternative is the next most effective after the Build alternative
in relieving forecast traffic congestion in the Corridor. The
forecasts show that the worst LOS conditions on Highway 101 in the
study Corridor will exist both east of Salinas Street and east of
San Ysidro Road. Highway 101 in the No Build alternative as well as
in the Enhanced Bus and Rail Transit analysis alternatives is
forecast to operate at LOS F in the p.m. peak at these locations,
compared to LOS E in 1993. The Build alternative is forecast to
improve Highway 101 traffic LOS east of Salinas Street to LOS D and
to keep a level of LOS E east of San Ysidro Road. The
Pricing/Enhanced TDM analysis alternative offers the best forecast
LOS on Highway 101 of all the alternatives to the widening, keeping
both sections of the highway operating at LOS E in the p.m. peak
period.
Parallel Arterials and CMP
Intersections. The No Build alternative results in the
highest forecast traffic volumes on parallel arterials because
forecast congestion on Highway 101 will divert more traffic to local
roads. The Enhanced Bus and Rail Transit analysis alternatives are
forecast to provide slight reductions in traffic volumes on parallel
roads compared to the No Build volumes. Increasing congestion on
Highway 101 will result in traffic diversion to the parallel
arterials. The Pricing/Enhanced TDM analysis alternative is forecast
to result in traffic volumes on parallel arterials slightly higher
than 1993 levels, but lower than all alternatives except the Build
alternative, which is forecast to have arterial volumes less than
1993 values.
CMP intersections are generally forecast to experience improved
LOS under the Build, Bus, Rail or Pricing/Enhanced TDM alternatives
over those forecast for the No Build alternative. Two intersections
are predicted to fail the CMP threshold (LOS D) under the No Build
alternative and two are predicted to fail the threshold under the
Build alternative (See Table
S-6). It is the Pricing/Enhanced TDM alternative, with its major
shift of trips to carpooling and vanpooling which is predicted to
result in the greatest improvements in local intersection
performance. None of the critical intersections are predicted to
fail under the Pricing/Enhanced TDM alternative.
Table
S-6
Congestion Management Plan Intersection
Analysis
| Intersection |
91-94 CMP
LOS |
2015
No-build |
2015
Build |
2015 Enhanced
Bus |
2015 Enhanced
Rail |
2015 Pricing/
Enhanced TDM |
| V/C (1) |
LOS |
V/C |
LOS |
V/C |
LOS |
V/C |
LOS |
V/C |
LOS |
| U.S.101 NB. Milpas St. |
D |
.78 |
C |
.85 |
D |
.75 |
C |
.75 |
C |
.62 |
B |
| U.S. 101 SB-off/ Mission St. |
D |
.99 |
E |
.99 |
E |
.94 |
E |
.94 |
E |
.82 |
C |
| U.S. 101 NB-off/Las Positas |
D |
1.05 |
F |
.82 |
D |
1.04 |
F |
1.04 |
F |
.77 |
C |
| U.S. 101 NB/EW/Calle Real |
D |
.87 |
D |
.69 |
B |
.74 |
C |
.74 |
C |
.55 |
A |
| Castillo Blvd./Montecito Street |
D |
.48 |
A |
.54 |
A |
.47 |
A |
.47 |
A |
.37 |
A |
| Calle Real/U.S. 101 |
D |
.68 |
B |
.98 |
E |
.62 |
B |
.62 |
B |
.49 |
A |
The LOS results above reflect
Intersection Improvements identified in the 1993 RTP or the
1994 CMP. (1) V/C is volume to capacity ratio for highest
traffic level intersection approach
volume. |
S.1.3.2 Measures of the
Solution
Measures of the Solution focuses on the
ability of each "analysis alternative" to result in a shift in
travel mode, either to transit or bicycle.
Daily Transit Trips and Percent of Trips Made by
Transit. Compared to the Build alternative, the
Pricing/Enhanced TDM alternative is estimated to result in a
reduction of 109,100 daily vehicle trips in the Corridor. This is
primarily due to the area parking fee on each SOV trip taken. The
Pricing/Enhanced TDM alternative achieves a forecast transit share
of 2.4 percent, a level higher than that predicted under the No
Build alternative while lower than the Bus or Rail alternatives
because the Pricing/Enhanced TDM alternative included no
complementary improvements in transit service, only incentives and
disincentives encouraging its use (see Section S.1.1.4).
Average Vehicle Occupancy in the
Corridor. The average daily vehicle occupancy (AVO) is
forecast to remain relatively constant with today's AVO under either
the Build, Rail Transit or the Enhanced Bus alternative. A slight
decrease in AVO is forecast under the Build alternative which is
attributable to increased travel speeds and reduced congestion in
the Highway 101 Corridor, making it less attractive for travelers to
carpool. Increases predicted for the Enhanced Bus or Rail
alternatives reflect the increase in transit ridership. The
Pricing/Enhanced TDM alternative is forecast to achieve the largest
increase in AVO of all "analysis alternatives" evaluated, with a
major shift of travelers into carpools help to defray the costs of
the $3.00 per day SOV parking charge as well as reflect the effect
on mode choice of the assumed employer incentives to use alternative
modes included in this alternative.
Percent of Bicycle Trips. Changes in
the numbers of bicycle trips are greatest for the bus and Rail
Tranist analysis alternatives as the shorter trip lengths associated
with bicycling (1-6 miles) and the additional facilities at stations
will create an incentive for commuters with longer commutes. These
trips will have less impact on Highway 101 traffic volumes than
changes in other trip types. The U.S. Census 1990 Journey to
Work Survey (U.S. Census, 1992) showed the Isla Vista area as
having the highest share (27.2%) of bicycle use in the County. The
addition of rail service or enhanced bus service to the UCSB campus
area further supports increases in the bicycle share to levels
higher than those resulting from the Pricing/Enhanced TDM
alternative.
S.1.3.3 Measures of
Effectiveness
Effectiveness measures compare the
costs of building and/or operating each alternative with the amount
of improvement on Highway 101 traffic flow. This is measured as a
cost per trip reduced. The Pricing/Enhanced TDM alternative results
in the most "bang for the buck". Implementation of employer-based
TDM measures and pricing disincentives which have significant
impacts on driver choice, do not require the substantial
implementation costs that the other alternatives do. It is
significant to note that both the Pricing/Enhanced TDM alternative
and the Enhanced Bus alternative can be implemented at less total
cost (and less annualized cost) than either the Build or Rail
alternative. The Enhanced Bus analysis alternative is second to the
Pricing/Enhanced TDM analysis alternative in measures of
effectiveness. The capital costs associated with the Enhanced Bus
Transit alternative are substantially less than those estimated for
either the Rail Transit or the Build alternatives. Operating and
maintenance costs per vehicle trip reduced are comparable to those
estimated for Light Rail transit. Trips on Highway 101 are not
reduced under the Build alternative and therefore are not reflected
in the analysis.
S.1.3.4 Measures of Community and Environmental
Impact
A combination of qualitative and
quantitative evaluation measures were developed to assess the
community and environmental impacts of the "analysis alternatives".
Social impacts receive a more subjective rating system with a plus
"+" indicating a positive impact, an "X" indicating no perceived
impact and a "--" indicating a negative impact as a result of the
alternative. Rating systems for social impacts are explained in Chapter
4 and Appendix D [not available].
Impact on Vegetative Cover. The
greatest impacts on vegetative cover are estimated to occur with the
Build alternative, followed by the Enhanced Bus alternative. The
impacts under the Enhanced Bus alternative are associated with the
construction of the intermediate bus stations along the freeway.
Some minor impacts to vegetation are expected with the Rail Transit
alternative, in the vicinity of the proposed new and expanded rail
stations. None are predicted for the Pricing/Enhanced TDM
alternative.
Neighborhood Intrusion/Impact on Community
Character. This criteria considers increases in
traffic on local arterials, increased frequency of buses in
residential neighborhoods and compatibility with current land uses
to assess impacts of neighborhood intrusion and community character.
Community impacts to neighborhoods are not expected to result from
the Pricing/Enhanced TDM alternative. New facilities and increased
bus service are not needed to serve the additional riders from the
Pricing/Enhanced TDM alternative when compared with either the Rail
Transit or Enhanced Bus alternatives. The Rail Transit alternative
is considered compatible with the types of land uses encountered in
the vicinity of each station. Provisions for auto and bus transit
ingress and egress would need to be examined. At several locations
extensive redesign of the existing arterials and local streets would
be needed to make such candidate locations viable. No impacts are
predicted from the Pricing/Enhanced TDM alternative for this
criteria.
Compatibility with Long-Term Comprehensive
Planning. Both the City and County of Santa Barbara's
general plans and Carpinteria's general plan recognize the need for
expanded carrying capacity in the Highway 101 Corridor to
accommodate a projected increase in travel demand (Caltrans, March
1993). Express bus service in the freeway would increase the person
trip carrying capacity of the Corridor. Enhanced and expanded local
bus service will provide additional service capacity between
portions of the Study Area therefore this alternative is considered
compatible with the local plans. The Pricing/Enhanced TDM
alternative is predicted to be compatible with long term
comprehensive planning as the predicted trip reductions will provide
the available capacity needed in the Highway 101 Corridor.
S.2 Recommended
Solutions
A multimodal transportation strategy is recommended as an
alternative to widening Highway 101. The strategy consists of
multiple action items to be implemented by agencies, local
employers, business and public interest groups of the South Coast
communities, sometimes independently and sometimes jointly.
Implementation is accomplished through individual actions and
through an annually repeated cycle of monitoring and adjustments
prepared jointly by all members responsible for actions. The
monitoring and adjustment cycles ensure actions occur or are
enhanced to keep pace with actual traffic growth during the next 10
to fifteen years. Currently available funding is identified for
reprogramming and alternatives are offered to raise money for
unfunded actions. The schedule includes time to select and adopt a
preferred funding source.
This recommendation is detailed and complex. In comparison,
widening the highway may appear simple. It relies on the
active participation of all segments of the South
Coast community. The monitoring and adjustment cycles place the
responsibility for performance of individual action items and the
decisions on adjustments to actions on all segments of the
South Coast community. The recommended actions and monitoring and
adjustment cycles can lead to an alternative transportation
environment which should entice the user and compel its use. The
actions identify short term and long term programs and projects
which can be funded and implemented to accommodate future travel
through the use of alternative modes. This is not any easy choice.
Funding, implementation and regional issues of the multimodal
transportation strategy are many. These have been listed and are
discussed in more detail in Chapter
5.
S.2.1 A Recommended Multimodal Transportation
Strategy
The multimodal transportation strategy builds
from key elements of the Pricing/Enhanced TDM "analysis alternative"
while incorporating selected elements from the enhanced bus and rail
"analysis" alternatives into an integrated and phased program. Seven
elements are recommended.
- Enhancement of the City/County TDM Ordinance and the
Traffic Solutions program,
- Expanded transit services,
- Bicycle system improvements,
- Highway 101 operational improvements,
- Land use planning considerations to facilitate use of
alternative modes,
- Performance monitoring of Highway 101, and
- Strategies to reduce visitor/tourist auto trips.
An implementation schedule, a monitoring and adjustment process,
and a funding element complete the multimodal transportation system
package. Table
S-7 identifies the detailed elements of the seven components and
the action time frames, responsible agencies and the recommended
monitoring or programming tools for each element. Recommendations
are intended to be phased in over time, as traveler response
warrants the expansion of services and programs.
TABLE S-7
IMPLEMENTATION
SCHEDULE