SD LIBRARY
4383
T074/8999/1979
NORTHEAST EDMONTON -PLANNING-D
Northeast Light Rail Transit Evaluation Study
•.4
el THE CITY OF
t n
4403.1a 5H4 979
PLANNING DEPARTMENT
-
NORTHEAST LIGHT RAIL TRANSIT EVALUATION STUDY FINAL REPORT
The City of Edmonton Planning Department Transportation Planning Branch August, 1979
TO 74 89991979 C.2.
A.C. 4383
11
111
NORTHEAST LIGHT RAIL TRANSIT
2.
EVALUATION STUDY
Some reductions in transit fleet size have been attained due to the LRT.
SUMMARY 3.
The level of transit service to the northeast area has increased significantly due to the LRT service, particularly in terms of
The construction of the first leg of a Light Rail Transit (LRT) system for the City of Edmonton was approved by City Council in 1973. Construction of the 7.2 km line, serving the northeast sector of the City,
transit travel time reductions to the outlying areas.
4.
was started in 1974 and revenue service commenced on April 24, 1978.
Direct operating costs of the transit system serving the northeast area have not increased significantly especially when the higher level of service provided and the new ridership out of high growth
The evaluation study of the Northeast LRT line was initiated in 1979
areas are considered. Total operating costs have increased con-
to monitor the operation of the line and to satisfy the stipulation of
siderably due to the added cost of maintaining the LRT facilities.
the Province of Alberta that the Northeast Line be proved operational before further LRT capital funding would be considered by the Province.
5.
The primary objectives of the evaluation study involved the gathering
ship from the established communities in the study area. Ridership
of sufficient information to evaluate the operational effectiveness and impacts of the Northeast LRT Line
The LRT line has not attracted a noticeable amount of new rider-
increases and new riders have come primarily from the newly developed
Secondary objectives involved communities which receive most of the benefits of LRT service and
the use of the data collected for the planning of future LRT lines where new residents were able to develop their travel patterns around in Edmonton and other cities.
The evaluation study was structured to determine the effectiveness and
the LRT system.
6.
impacts of the Northeast LRT Line through the investigation of five
The implementation of LRT service has made no noticeable impact on roadway volumes in the northeast area.
major areas: Transit System Operation, Travel Demand, Transit System Costs, Land Use Impacts and Special Events. The data collection program
7.
started in March 1977, one year prior to the LRT opening, and was com-
Traffic management techniques have assured no significant deterioration of roadway performance due to at-grade LRT operations.
pleted in March 1979. The following conclusions and recommendations have been made on the basis of the data analysis presented in this
8.
Parking impacts around LRT stations have been minimal.
9.
The LRT line has shown itself capable of handling both normal
report.
CONCLUSIONS
daily volumes as well as "crush" volumes which approached the theoretical capacity of the system.
1.
Due to the presence of the LRT line bus movements into the downtown have been reduced significantly even though total transit
RECOMMENDATIONS
ridership has increased. 1.
That the programs necessary to monitor changes in LRT and bus ridership in the northeast area be maintained as part of the annual counting program.
iv
2.
a)
TABLE OF CONTENTS
That the factors affecting schedule reliability of the LRT system be reviewed in detail to allow better interaction with the at-grade crossing and traffic control systems.
b)
That roadway travel time studies in the northeast area, par-
Page SUMMARY TABLE OF CONTENTS LIST OF TABLES LIST OF FIGURES
11
vii ix
ticularly at the major arterial/LRT level crossings, be 1.0
INTRODUCTION
1
maintained on an annual basis.
3.
That annual monitoring of parking in the vicinity of LRT stations be maintained.
4.
1.1 1.2 2.0
passenger survey in the northeast area in 1984 to allow determin-
General Transit Transit Transit
Background Service System Operation System Costs
ation of long term effects of the LRT line on trip patterns and/or 2.4.1 2.4.2
user characteristics.
5.
That the costs of maintaining the LRT stations, track, and right-
3.0
economies of scale can be achieved.
6.
Introduction Transit Ridership Volumes Transit Trip Characteristics 3.3.1 3.3.2 3.3.3 3.3.4 3.3.5
That the knowledge and information gathered from this evaluation study be applied as a basis for future LRT design and implementation.
3.4
Trip Purpose and Time Origin - Destination Distribution Choice of Transit Mode Access Mode to. Transit Previous Mode of Travel
Transit User Characteristics 3.4.1 3.4.2 3.4.3
4.0
Development of Unit Costs Before and Fater System Costs
TRANSIT RIDERSHIP 3.1 3.2 3.3
of-way be reviewed to determine where cost reductions and/or
1 1
TRANSIT SYSTEM CHARACTERISTICS 2.1 2.2 2.3 2.4
That consideration be given to carrying out a second on board
Study Background Study Objectives
Age/Sex Distribution Automobile Ownership and Availability User Comments
ROADWAY IMPACTS 4.1 4.2
Traffic Volumes Automobile Travel Times
5.0
PARKING IMPACTS
6.0
SPECIAL EVENTS
3 3 8 9 13 13 22 25 25 25 31 31 34 37 37 39 42 42 42 44 48 48 48 54 58
vii
vi Page 7.0
CONCLUSIONS AND RECOMMENDATIONS 7.1 7.2
Conclusions Recommendations
APPENDIX APPENDIX APPENDIX APPENDIX
A B C D
61 61 62 64
REFERENCES Transit System Characteristics Transit Counting Program Vehicle Counting Program Automobile Travel Time Data
LIST OF TABLES
Al Bl Cl D1
TABLE
PAGE
2.1
Transit Vehicle Screenline Volumes (Two-Way)
10
2.2
Northeast Area Peak Hour Transit Fleet
11
2.3
Northeast Area Transit Service, Average Maximum Vehicle Loadings
2.4
14
Northeast Area Transit Fleet, Average Weekday Operating Cost Characteristics
15
2.5
Bus System Operating Costs and Service Characteristics
19
2.6
Summary of LRT Operating Costs and Service Characteristics
21
2.7
Comparison of Direct Operating Costs, Northeast Area Transit Fleet
2.8
23
Comparison of Administration and Overhead Costs, Northeast Area Transit Fleet
24
3.1
Transit Passenger Screenline Volumes (Two-Way)
27
3.2
Transit Trip Productions (One-Way)
27
3.3
Inbound Trip Distribution By Trip Purpose
32
3.4
Inbound Transit Trips, Factored Origin-Destination Data (All-Day, All-Purpose)
35
3.5
Transit Trips by Mode of Travel
38
3.6
Mode of Access to Transit
40
3.7
Previous Mode of Travel (All-Day, All-Purpose)
40
3.8
Automobile Availability of Transit Travellers
45
3.9
Autmobile Ownership of Transit Travellers
45
3.10
Summary of Transit Patron Comments
47
4.1
Average Daily Vehicle Volumes
50
4.2
Average Changes in Auto Travel Time at LRT Level Crossings
53
6.1
LRT Special Events Patronage
60
A-1
Northeast Transit System - 1977, Average Weekday Operating Characteristics
A-2
Northeast Transit System - 1978, Average Weekday Operating Characteristics
B-1
A2
Transit Count Summary
A3 B4
ix
viii
LIST OF FIGURES C-1
Traffic Count Summary
D-1
Auto Travel Times
D-2
Auto Travel Times on Links With LRT Crossings
C4 D4 D5 FIGURE
PAGE
2.1
Northeast Edmonton
2.2
Northeast Area, Transit Routes (1978) and Screenlines
2.3
1977 Average Travel Time By Transit to Central Business District
2.4
4 12
16
1978 Average Travel Time By Transit to Central Business District
17
3.1
LRT Passenger Volumes, November 1978
28
3.2
Distribution of Transit Trips
29
3.3
Distribution of Transit Trips
30
3.4
Composition of Inbound Transit Trips
33
3.5
Distribution of Total Transit Trips
36
3.6
Age/Sex Composition of Transit Users
43
4.1
Northeast Area Vehicle Screenlines
49
5.1
Stadium Area Parking
55
5.2
Coliseum Area Parking
56
5.3
Belvedere Area Parking
57
2
1 NORTHEAST LIGHT RAIL TRANSIT EVALUATION STUDY
objectives involve the use of the data collected for the planning of future LRT lines in Edmonton and other cities. Specifically, the study objectives are as follows:
1.0 INTRODUCTION 1.
providing transit service.
1.1 Study Background
The construction of the first line of a Light Rail Transit (LRT)
To evaluate the effectiveness of the Northeast LRT line in
2.
To measure the effect of the Northeast LRT line on land use, travel and mobility, and on other forms of transportation in
system for the City of Edmonton was approved by City Council in
the area served.,
1973. Construction of the 7.2 km line, serving the northeast sector of the City, was started in 1974 and revenue service commenced on April 24, 1978. The LRT line is integrated with the
3.
To gather information to guide management in the day to day operation of the system.
bus network, using interchangeable fares and transfers, at stations located at major load generating points. 4.
To compare the integrated system of LRT and feeder buses to the previous transit system utilizing buses only.
The evaluation study of the Northeast LRT line was initiated for two primary reasons: 5. 1.
To identify areas of operation requiring further study or monitoring.
When a new service is initiated good operating practice calls for careful monitoring of the system to gather information that can be used to determine operational problems and impacts
6.
guidelines for the planning, design and management of possible
of the system, and to provide guidelines for the planning of
future LRT lines.
extensions to the system.
2.
A stipulation of the use of Provincial Public Transit Capital Incentive funding for the Northeast LRT project was that "The
To use the experience of the Northeast LRT line to develop
7.
To document the experience of the Northeast LRT line for use by other cities contemplating similar systems.
City of Edmonton is to assure the Province that the Northeast leg of the rapid transit system is operational before another leg of the system is considered or approved by the Province" (1).
The study was structured to determine the effectiveness and impacts of the Northeast LRT line through the investigation of five major areas: Transit System Operation, Travel Demand, Transit System Costs, Land Use Impacts, and Special Events. The data collection program started in
1.2 Study Objectives
March 1977, one year prior to the LRT opening, and was completed in March 1979.
The primary objectives of the evaluation study lie in the area of gathering sufficient information to evaluate the operational effectiveness and impacts of the Northeast LRT line. Secondary
3
2.0 TRANSIT SYSTEM CHRACTERISTICS
2.1 General Background
Figure 2.1 illustrates the general location of the Northeast LRT line and stations. In the downtown area the line is located within a 1.6 km tunnel with two underground stations, Central and Churchill. These stations are in close proximity to the major office buildings and retail stores of the downtown. Outside the downtown the LRT line surfaces within the Canadian National Railway (CNR) right-ofway which it follows, at-grade, for about 5.6 km to its existing
C-1
terminus. There is a short subway section under the east-west transcontinental CNR line. On the surface portion of the LRT line there are three stations:
1.
-
Stadium Station
This station is located adjacent to the new 42,000 seat Common,
wealth Stadium and sports complex. At this station a six bay
,COLISEUM
bus transfer facility is provided and there is also a surface parking lot for bus use during stadium events and free public parking at other times. TA D 1111rr'--
2.
Coliseum Station /
"ril41,ITiirt ILI
This station is located on the railway overpass structure at 118 Avenue. It is connected to the 16,000 seat Edmonton
I ON
Coliseum and the Exhibition Grounds. An eight bay bus transfer facility is provided as well as a direct connection between the station and bus stops serving the east-west routes on 118
1 MID-CORRIDOR NEIGHBOURHOOD
Avenue.
2 INNER CITY NEIGHBOURHOOD 3 NORTHEAST INDUSTRIAL AREA .
4 OUTL INE PLAN AREA
--r_ IL,
ILL_L__L.
e g;-.4
ELT-11:
NORTHEAST EDMONTON FIGURE 2.1
6
5
3.
Belvedere Station
1.
Inner-City Neighbourhoods
Belvedere station is the present terminus of the Northeast LRT
These areas, due to their proximity to the CBD, are coming
line. At this station a major bus transfer facility with 11
under increased redevelopment pressure. They are character-
bays has been provided as well as a 325 vehicle park-and-ride
ized by a gradual decrease in single family housing and some
lot.
deterioration of housing stock. Transit service to the area is primarily provided by line-haul bus routes running on
The Line's rolling stock consists of 14 articulated light rail
the major arterials which border the district although the
vehicles developed by Siemens/Duwag. The passenger capacity of
northern part of the area also encompasses a mixture of walk-
each vehicle is rated at 64 seated plus 162 standing. The LRT
up and high rise apartments which are within walking distance
currently provides a service frequency of 5 minutes in peak periods,
of the Stadium LRT station.
10 minutes during mid-day, and 15 to 20 minutes in the evening. Vehicles normally operate in two car trains although three car
2.
Mid-Corridor Neighbourhoods
trains are used for service to some special events. The areas designated as mid-corridor neighbourhoods on Figure Operational control of the LRT line is provided by wayside signals
2.1 encompass a wide variety of neighbourhoods of different
on a block system. Operators are advised of block occupancy
ages and socio-economic characteristics. In general, however,
conditions by a red or green signal, with violation of a red signal
the neighbourhoods are relatively stable residential areas
causing automatic braking of the vehicle. The surface portion of
with predominantly single family housing which require a
the line has nine level roadway crossings, some carrying traffic in
fairly constant level of transit service. Transit service to
excess of 20,000 vehicles per day, with crossing closures achieved
these areas is provided by feeder bus routes to the LRT
by warning lights and railway gates. To ensure safe and efficient
stations as well as line-haul bus routes along the major
operation of the roadway and LRT facilities, a traffic control
arterials.
strategy has been devised (2) to coordinate traffic movements of adjacent intersections with crossing closures.
3.
Outline Plan Areas
The northeast area of the city served by the LRT line and the
Outline plan areas are the new development areas of the city
associated feeder bus network encompasses a variety of neighbour-
characterizied by a high rate of growth requiring constant
hood types which can be grouped into five broad categories (3)
increases in transit service. The outline plan areas are
which are shown on Figure 2.1:
predominantly single family low density developments, although they are generally designed around the town centre concept and medium to high density residential as well as retail/commercial developments are planned for the areas. Of the outline plan areas shown on Figure 2.1 only the Clareview and Hermitage areas are currently served by the LRT line via feeder bus service
8 7 5.
to Belvedere station. These areas have been the major bene-
Industrial Land
ficiaries of the LRT service as they were faced with excessive Most of the Northeast Industrial area developed in historical (45 minute plus) bus travel times to the CBD prior to LRT association with the Canadian National Railway line. Much of implementation. Construction approval has already been the industry in the area is associated with the meat-packing granted for a 2 km extension of the Northeast line to the industry including packing plants, stockyards and rendering Clareview town centre. Transit service to the Castle Downs I plants. There are also many other commercial and industrial outline plan area is still entirely by bus service along the businesses scattered throughout the area. None of the in-
97 Street Corridor. Long range plans call for the proposed
dustrial uses are large enough or close enough to the LRT line
Northwest LRT line to extend into this area.
for the area to be considered as a major transit trip at4.
tractor.
Sports/Entertainment Centres
There are two major sports/entertainment centres located along
2.2 Transit Service
the Northeast LRT line - the Commonwealth Stadium complex and Prior to implementation of LRT service the northeast area was the Edmonton exhibition grounds. The Commonwealth Stadium served by twenty-one bus routes, fifteen of which were oriented complex is major attractor of transit trips as it contains the primarily to the CBD while the other six were essentially crossnew Commonwealth Stadium (42,000 seats), used primarily for town routes connecting the area with the Northern Alberta Institute professional sports (football and soccer), a gymnasium complex, of Technology (NAIT) and the airport industrial area, or the and the old Clarke Field (22,000 seats) which has been reUniversity of Alberta. With the initiation of LRT service the tained for use by amateur sports. There is virtually no . Four of these total number of routes was reduced to nineteen'
parking on the complex grounds, and in most of the nearby
still run through the CBD and another three provide cross-town
residential areas parking is restricted during special events.
service. Two of these routes also connect to the LRT line. The remaining twelve routes operate primarily as feeders to the LRT
The Edmonton Exhibition grounds is located on a 122 acre site
line, although three provide peak hour CBD service, three provide
and hosts a variety of activities in the Coliseum (a 16,000
cross-town service to the NAIT area, and one also serves the CBD
seat multi-purpose sport and entertainment facility) and the
and the University. Details of the bus routes studied are given in
Exhibition Grounds facilities which include the Sportex,
Appendix A, and Figure 2.2 shows the layout of bus routes in the
Edmonton Gardens, the Sales Pavilion, the parking/midway area
northeast area.
and the Northland Race Track Complex.
1.
Routings discussed are for the November, 1978 sign-up to coincide with passenger counts and surveys. Some route changes have been effected since that time.
10
9 In addition to the changes to route structures with LRT imple-
TABLE 2.1
mentation, the service frequencies on many routes were also in-
TRANSIT VEHICLE SCREENLINE VOLUMES (TWO-WAY)
creased (Appendix A). For example, on an overall basis, headways in the AM peak period decreased by 25%. The rationale behind this move was to encourage ridership on the LRT line by providing a high level of service on the feeder bus routes.
2.3 Transit Operation
VEHICLE SCREENLINE
TYPE
Outer
Bus
YEAR 1976
1977
1978
1,088
1,272
1,348
LRT'
229
The implementation of LRT service had three major impacts on transit operation in northeast Edmonton. First, with the majority of
Intermediate
routes in the area serving primarily as LRT feeders, bus movements
Bus
1,458
1,528
LRT
1,238 227
from the area into the downtown have been reduced by more than 20% even though overall ridership has increased. Table 2.1 shows
Inner
Bus
transit passenger and vehicle volumes across the three screen lines
1,300
LRT
shown on Figure 2.2. Daily bus volumes across the intermediate and inner screenlines have been reduced by approximately 300 movements representing about 150 fewer vehicles travelling on the downtown street system.
The second major impact has been a reduction in bus fleet requirements in the northeast area. Elimination of some routes and shortening of others resulted in a total saving of 22 buses between the November 1977 and November 1978 sign-ups (Table 2.2). However, extensions to two other routes in conjunction with the LRT service reduced the net saving to 18 vehicles (exclusive of vehicle requirements for outline plan areas). These vehicle savings are not, however, truly representative of the potential savings due to the previously discussed general increase in service frequencies. One measure of the impact of the general increase in frequencies is found in Table 2.3 which shows the very significant decrease in average maximum vehicle loads out of the stable mid-corridor
NOTES:
1.
Two-Car LRT Trains
1,482
1,171 227
11
12
TABLE 2.2 73 87
NORTHEAST AREA PEAK HOUR TRANSIT FLEET
19 ,25,30,31,33, 34,35,66,73,86,87
PEAK HOUR VEHICLES' COMMENT
ROUTES
1977
A emingnnaren
1978 -., 35
1.
Mid-Corridor Routes 2 1, 3, 5, 6, 10 , 19
same number or fewer
20, 23, 28, 29, 30
buses after LRT start-up.
Routes requiring the 149
127
31, 32, 33, 34, 1 65- 66, 80 66 -P
Routes requiring additional buses due to
11
15
co-ordination with LRT. 11, 30,31,32,33 34,66,70,74,80
SUB-TOTAL
160
142 23.74
2.
29
Outline Plan Area 19..
Routes 70, 74
Clareview/Hermitage
4
8 18,20,28
Outline Plan Area
og0m$1 5,11,18,20.23,28,66 , 75,80
TOTAL
164
LRT 101
NOTES:
150
14 1.
November Sign-Up.
2.
Underlined routes deleted when LRT implemented
3.
Routes 65 and 66 combined with no change in vehicle
21 26 27
requirement at time of LRT implementation.
Sherwood Pat h
50,51,55,69, 75,77,79,82
, 8,32,
477
NORTHEAST AREA TRANSIT ROUTES (1978) & SCREENLINES FIGURE 2.2
13
14
neighbourhoods in the north-central and eastern portions of the
TABLE 2.3
study area. Average loads out of the outline plan areas have
NORTHEAST AREA TRANSIT SERVICE
increased dramatically due to the high rates of population growth.
AVERAGE MAXIMUM VEHICLE LOADINGS
Similarly, Table 2.4 shows that although most bus routes now feed the LRT line rather than the CBD the decrease in bus operating
1977
hours and kilometers has been minimal.
A.M.
P.M.
PEAK
PEAK
North-Central
43.7
Eastern
1978 A.M.
P.M.
DAILY
PEAK
PEAK
DAILY
39.3
20.5
28.6
22.4
11.2
39.8
46.2
14.9
32.1
19.7
11.5
Clareview/Hermitage 12.5
36.5
6.8
46.0
33.0
15.2
Castle Downs
11.3
12.1
53.4
49.9
20.9
AREA The third major impact of the LRT line has been a significant reduction in transit travel time to the CBD from the northeast
Mid-Corridor Areas
area. Figures 2.3 and 2.4 show that the major change has been in the outline plan areas served by the LRT line. In 1977 these areas were at least 45 minutes by bus from the CBD (the maximum recommended by City policy) and have now been brought to within the 35 minute range. Significant travel time reductions have also occured
Outline Plan Areas
in the mid-corridor areas close to the LRT line.
Close operational monitoring of the bus route system has resulted
22.5
in minimal problems in bus arrivals at LRT stations. At Belvedere, for example, over 70% of bus arrivals occurred before LRT departure during the AM peak hour, while in the PM peaks, approximately 80% arrived before LRT arrival (8). Schedule adjustments are made on an on-going basis by Edmonton Transit to account for changes in travel time and to minimize transfer time. r)..7•7!.
2.4 Transit System Costs The 2.4.1 Development of Unit Costs
Unit operating costs have been determined for both the bus system and the LRT system, based on 1978 operating experience and, in the case of LRT, on 1979 budget projections.
The methodology used for developing unit bus operating costs is based on three categories of expenditures:
L
15
TABLE 2.4 NORTHEAST AREA TRANSIT FLEET AVERAGE WEEKDAY OPERATING CHARACTERISTICS
1978
1977 Hours of Operation
Routes
Kilometers of Operation
Hours of Operation
Kilometers of Operation
1. Mid-Corridor Routes 1, 3, 5, 6, 10,
1569.77
26237
1445.61
23832
153.63
2537
182.43
2969
1723.40
28774
1628.04
26801
19, 20, 23, 28, 29, 30, 31, 32, 33, 34, 65, 66, 80
11, 18
SUB-TOTAL
pui.
LLTE Ho -11
16E 2' 111! MI LO NEI [14 'O U LJnOu blEDEWLIETEE MEODELIDEEU se; so ILl j..iECOCEREEFLI LEET:= '2LJ I
..„
2. Outline Plan
11 tb
Area Routes 70, 74
BUS TOTAL
48.07
1130
83.80
1667
1771.47
29904
1711.84
28468
66.20
1872
LRT 101
NOTES:
1.
November Sign-ups.
2.
Train Kilometers.
2
1977 AVERAGE TRAVEL TIME BY TRANSIT TO CENTRAL BUSINESS DISTRICT FIGURE 2.3
18 i)
overhead and administration (based on peak period fleet size)
ii) iii)
hourly costs (based on hours of operation) mileage costs (based on total service mileage).
Table 2.5 summarizes the actual operating expenditures and operating characteristics which formed the basis for the following bus system unit costs:
MN R.2.6 WO&
i)
overhead and administration: $24,321 per peak hour bus per year.
ii) iii)
hourly costs: $11.14 per operating hour mileage cost: $0.2675 per vehicle kilometer
The methodology used for developing unit LRT operating costs is similar to that for the bus system, except that station and track operation and maintenance costs are not adequately reflected by the single parameter of fleet size. As a result, five categories have been identified.
i)
administration and vehicle overhead (based on total fleet size)
ii) iii) iv)
hourly costs (based on hours of operation) mileage costs (based on total service mileage) station overhead and maintenance (based on number of stations)
v) 1
„
1
track overhead and maintenance (based on track mileage)
Table 2.6 summarizes actual operating expenditures and operating characteristics for the eight month 1978 operating period, as well
V4VP`r
as the corresponding figures forecast for 1979. There is a general MU OM,01.
reduction in each unit cost from 1978 to 1979 because of initial expenses related to start-up operations. The 1979 figures are more representative of existing unit costs, and are as follows:
' 1978 AVERAGE TRAVEL TIME BY TRANSIT TO CENTRAL BUSINESS DISTRICT FIGURE 2.4
20
19 TABLE 2.5
i)
BUS SYSTEM OPERATING COSTS AND SERVICE CHARACTERISTICS
per year (excluding depreciation and interest charges) ii) iii)
1977
1978
iv) v)
A.
Peak Hours Buses
2.
Hours of Service
3.
Kilometers (Miles)
4.
System Speed
hourly costs: $15.63 per train hour mileage costs: $0.511 per veh-km station costs: $285,000 per station per year track maintenance: $125,000 per km. of double track per year
System Characteristics
1.
administration and vehicle overhead: $45,221 per vehicle
447
496
1,479,503
1,622,574
26,440,198
28,880,155
(16,422,483)
(17,937,984)
17.87 km/h (11.1 mph)
17.80 km/h (11.06 mph)
In comparison to the unit bus operating costs, the LRT unit costs for administration and overhead, and hourly and mileage costs are higher, but are not difficult to rationalize. The higher per vehicle overhead cost reflects the capital-intensive storage and overhead requirements; the higher vehicle-kilometer charge reflects the higher maintenance standards and costs for the LRT vehicles; and the higher operating hour charge reflects the higher proportion
B.
of inspectors and senior operators involved in operating the LRT
System Costs
system. $9,440,536
$12,063,274
Hourly
$15,766,853
$18,078,029
Mileage
$6,093,563
$7,588,390
1.
Overhead/Admin
2. 3.
The unit costs for station overhead and maintenance, and for track and right-of-way maintenance, are expected to decrease because of economies of scale. Nevertheless, these maintenance costs are high
C.
and negate any savings achieved from the direct operating costs.
Unit Costs
This is emphasized by the fact that the station maintenance unit 1.
Overhead (per bus)*
$21,120
$24,321
cost does not reflect 1979 budget allocations for contract work or
2.
Hourly (per bus-hour)
$10.657
$11.14
mezzanine maintenance.
3.
Mileage per km (per mi)
$0.230
$0.268
($0.371)
($0.423)
Further, it is estimated that changing the fare-handling system to a proof-of-payment system could reduce the per station costs by $50,000 to $100,000 per station per year. An additional factor is
*Includes Interest on City Balance and on Debentures issued on previous
that space provided in the underground stations for lease has not
capital expenditures. Without interest costs, the 1978 unit cost is
been a source of revenue.
$18,062 per bus. It is estimated that the track and right-of-way maintenance costs can be reduced with expansion of the system, since the same manpower and equipment could be used to maintain twice the existing track mileage. Other factors which have been identified are problems with the type of ballast, and the use of welded track.
22
21
G
M
0 U
More work is required on an on-going basis to determine where
• 0 C`‘.1 CO N CO
111
economies can be achieved in these maintenance costs.
0 if) •
h CO .1- CO N N
-CA-
(1)- <JD- <f)-
2.4.2 Before and After System Costs
Provided
A comparison of system operating costs in 1977 (before LRT) and in C)
1978 (after LRT) is useful to point out the effect of LRT operations ‘.0 •
• N.
NJ
C,1 N
C)
NJ
CCI
on transit operating costs. It is useful to make this comparison
CC
NJ
$./N
r-•-•
in two categories: first, direct operating costs (i.e. hourly and mileage costs); second, administration, overhead and maintenance costs.
Table 2.7 compares 1977 and 1978 direct operating costs of the
0 U
•
1-4
Lf") N
S
W
N
Lf"
NJ N.
CO
m
oN if)
N
.1h
$—$
CO
01
‘.0
oo
1.(-)
N.
00
,C
'-1"
01
in
Vehicle-Km
>
k 0 • U
Lf1 01 01
-‹C —$ • (NI
if)
0
*Service Co st
0
C')
Service Prov ided
M
Provided
G
12/8 to accoun t for 8 mon th operating period.
total northeast area transit fleet. These costs are all based on 1978 unit costs (1978 dollars), and on the operating characteristics summarized in Table 2.4. The increase in total direct operating cost is approximately 6.8%, which is similar to the system-wide ridership increase. It is important to note that the level of service has been increased significantly, both related to increased bus route frequencies and decreased travel times. Thus, the superior level of service has been provided with little or no increase in direct operating costs.
Table 2.8 compares the estimated administration, and overhead expenditures required to support transit services to the northeast area. The increase in these costs is approximately 65.6% from 1977 to 1978. The reasons for this increase have been cited previously and more work is required to achieve cost reductions in these areas.
23
24
TABLE 2.7
TABLE 2.8
COMPARISON OF DIRECT OPERATING COSTS
COMPARISON OF ADMINISTRATION AND OVERHEAD COSTS
NORTHEAST AREA TRANSIT FLEET
NORTHEAST AREA TRANSIT FLEET
ANNUAL ADMINISTRATION & OVERHEAD COST
AVERAGE WEEKDAY
1977
OPERATING COST'
1.
SERVICE TYPE 1.
SERVICE TYPE
1978
1977
Bus Mid-Corridor Routes 2 3 Outline Plan Areas
BUS TOTAL
$26,900
$25,300
800
1,400
$27,700
0
LRT
SYSTEM TOTAL
$27,700
$2,900
All costs based on 1978 unit costs.
2.
Routes 1, 3, 5, 6, 10, 11, 18, 19, 20, 23, 28, 29, 30, 31,
3.
Routes 70, 74.
Mid-Corridor Routes
$3,892,000
$3,454,000
Outline Plan Areas
$
$
BUS TOTAL
$3,989,000
97,000
195,000
$3,649,000
LRT Vehicles
0
$
Track & Stations
0
$2,325,000
LRT TOTAL
0
$2,958,000
$3,989,000
$6,607,000
633,Q00
$29,600
1.
32, 33, 34, 65, 66, 80.
Bus
$26,700 2.
2.
1978
SYSTEM TOTAL
25
3.0 TRANSIT RIDERSHIP
26 be more than accounted for by ridership increases out of the outline plan areas of Clareview/Hermitage and Castle Downs, Be-
3.1 Introduction
tween 1977 and 1978 two-way transit ridership from these areas increased by approximately 4,900 passengers per day, while the
Transit ridership data was collected through two programs. In the
increase across the outer screenline over the same period was 4,600
first program transit passenger and vehicle volumes in the north-
passengers per day. The implication from this data is that transit
east area were monitored through counts conducted in 1976, 1977 and
patronage increases are due to residential growth rather than
1978.
increased ridership from the established mid-corridor neighbourhoods due to the presence of the LRT line and the higher level of
The second program consisted of a survey of transit patrons con-
service provided. This conclusion is reinforced by the transit
ducted on November 14, 1978. In this survey bus drivers handed out
trip production figures for representative sections of the study
questionnaires to all passengers boarding buses in the northeast
area shown in Table 3.2. The north-central and eastern areas (both
area. Forms were also handed out at the LRT stations. Of the
outside the outer cordon) show no significant change in transit
19,600 forms distributed 30% were returned in usable condition.
trip production between 1977 and 1978. All of the increases come
The survey form was designed to gather information on transit trip
from the outline plan areas.
and transit user characteristics. At the present time the LRT line is carrying approximately 18,000 3.2 Transit Ridership Volumes
passengers per day with the maximum load point being between Stadium and Churchill stations where loads average about 16,000
Transit passenger and bus volumes were monitored through the use of
passengers per day. All day and peak period ridership details of
three screenlines (Figure 2.2) established between the central
the LRT line are shown in Figure 3.1. Although the line currently
business district and the northeast residential areas as well a
carries a maximum of about 2,500 passengers in the PM peak hour at
system of counting stations throughout the northeast area. Details
an average of 100 persons per vehicle, studies of special events
of the counting program and data are given in Appendix B.
ridership (Section 6) have recorded line volumes of up to 5,300 passengers per hour in one direction with vehicle loadings ranging
The transit ridership volumes recorded across the three screenlines
from 266 to 315 persons.
are show in Table 3.1. The screenline volumes show that with LRT implementation there was a very large increase in ridership across
Figures 3.2 and 3.3 compare bus and LRT ridership distribution by
the outer screenline and more moderate increases across the two
time of day across the three screenlines. The distributions
other screenlines. The increases across the outer screenline can
indicate that the LRT line tends to have somewhat more pronounced peaking, especially in the PM peak period, than the bus system. This trend is most likely due to the increased accessibility and shorter travel time of the LRT line and is interesting due to its potential implications on the peak hour bus fleet. Further work will be required to see if the trend persists.
27
PEAK RIDERSHIP (SBD 07:00 - 09:00)
ALL DAY RIDERSHIP (05: 30 - 0] :30 )
TABLE 3.1 TRANSIT PASSENGER SCREENLINE VOLUMES (TWO-WAY)
( NBD 16 :00 - 18:00)
YEAR
BELVEDERE
BELVEDERE 1976
1977
1978
21,252
23,436
28,058
1 (10.4%)
(19.6%)
31,496
33,686
(19.1%)
( 7.0%)
34,312
36,769
(10.5%)
( 7.1%)
SCREENLINE
Outer (125 Ave)
Intermediate (118 Ave)
31,070
Inner (105 Ave)
NOTES:
1.
26,448
c‘i c")
CUTER SCREENLINE
Numbers in brackets represent percent change over previous year.
-
INTERMEDIATE SCREEN LINE -
_-
to
TABLE 3.2 TRANSIT TRIP PRODUCTIONS (ONE-WAY)
AREA
394 STADIUM CP- 606
1978
1977 A.M.
ALL
A.M.
ALL
PEAK
DAY
PEAK
DAY
599
81-4' STADIUM 223-3 r ,
Mid-Corridor Areas '
North-Central Eastern
1878
6742
1920
6735
994
3360
932
3205
Castle Downs
OD
co
co
CHURCHILL
CHURCHILL
Outline Plan Areas
Clareview/Hermitage
INNER SCREENLINE
cV
'CP
27
138
460
1356
135
562
590
1410
LRT PASSENGER VOLUMES NOVEMBER 1978 FIGURE
03
i49-4' 0— 134' COLISEUM 1145 1109 ---i,
491 587 ..1E-1 COLISEUM 2838-4 r- 2435
co 0 co
cO
3.1
%
°AD
OF TOTAL TRIPS
3
% OF TOTAL TRIPS
OF TOTAL TRIPS
cn
7:00
7.00
8:00
8 :00
8:00
9:00
9:00
9:00
I IC S
10: 00
10:00
10.00
11 11:
11:00
11:00
11:00
119
12:00
12:00
12:00
-n O11
13:00
13.00
13:00
AVO A O 31N11
7:00
N 0
-1 14:00
14:00
o
15:00
-11
4:00
-1
111 15:00
15:00
0 16:00
17:00
16:00
16:00
17:00
17:00
18:00
18:00
co
21:00
22:00
23:00
19:00
M 0 -= U
19:00
21:00
-i
22:00
0 — -I
2300
in
20:00
20-00
M
0
Z 3
21:00
22:00
23:00
°A) OF TOTAL TRIPS
OF TOTAL TRIPS
% OF TOTAL TRIPS
7.00
7:00
8:00
800
800
900
9:00
900
1000
10:00
10:00
11:00
1100
11:00
12:00
12:00
12:00
13:00
13:00
13:00
1400
CJ 1400
1400
1500
15:00
1500
16:00
16:00
1600
17:00
17.00
17:00
8:00
18:00
1800
19:00
19.00
19:00
20:00
2000 ,
20:00
21:00
21:00
22:00
23:00
Nounsiaisia
21:00
22:00
23:00
22:00
23:00
a3Ple13.1N1
3 N11N33HOS
11SNV8 1
C#3
Xi
5
rrl
insials ia
C4 0
cri
7:00
3 NI1N331:13 S
Nouns iaisia
8
-n
Nolinelaisia
20:00
Cn
<
--f
Nounslaista
19:00
3NI1N3380S
•""i
co rn r-
3 N11N3380S
18:00
31
32
3.3 Transit Trip Characteristics TABLE 3.3 INBOUND TRIP DISTRIBUTION BY TRIP PURPOSE
The on-board transit survey carried out in November, 1978 obtained data relating to five transit trip characteristics: Trip Purpose
SOCIAL-
and Distribution, Trip Origin - Destination, Choice of Transit
% OF
SCHOOL
PERSONAL
RECREATIONAL
TOTAL
1%
20%
2%
1%
64.0%
27%
22%
16%
30%
5%
27.5%
4 - 6 PM
59%
8%
12%
13%
8%
4.9%
The distribution of transit trips by purpose and time of day is
6 PM - Midnight
27%
13%
12%
13%
35%
2.6%
shown in Table 3.3. Over the entire day the recurring type of
All Day
61%
8%
18%
10%
3%
Mode, Mode of Access to Transit, and Mode of Travel Prior to LRT
WORK
SHOP
6 - 9 AM
76%
9 AM - 4 PM
TIME PERIOD
Implementation.
3.3.1 Trip Purpose and Time
trips, such as work and school, account for 79% of the inbound travel with the remainder being primarily made up of personal business trips (10%) and shopping trips (8%). Social - recreational trips comprise a very small proportion of daily transit travel even though they are the major trip purpose during the evening hours.
The morning peak period (6:00 - 9:00 AM) accounts for 64% of the inbound travel in the study area. As shown in Figure 3.4 work trips and school trips account for 96% of the travel within the peak period. Destinations during this period favour the downtown over other destinations within the City. The 40% of total trips not destined to the downtown area is due in part to the large proportion of school trips which are destined to areas within the study area.
During the daytime, 9:00 AM - 4:00 PM, work and school trips account for a high proportion of the travel, 41%, with most of the remainder being distributed between shopping trips, 22%, and personal business trips, 30%. As shown by Figure 3.4 the downtown area attracts fewer trips compared with all other areas of the City during the off peak. This shift away from the downtown during the off peak period indicates that most personal business and shopping trips are made to local destinations.
Source:
Stanley Associates (4)
34
33
DAILY TRAVEL
As previously noted social-recreational trips are the major trip purpose during the evening hours (35%); however they comprise a MIDNIGHT - 6 am 1.0% 6 am. - 9am
64.0%
9 am. - 4 pm
27. 5 %
very small proportion of daily trips (10%).
3.3.2 Origin Destination Distribution
A detailed breakdown of origin - destination data for the four quadrants of the study area is presented in Table 3.4 and a summary of trip destinations for the entire northeast area is shown in 4 pm - 6pm
4.9%
Figure 3.5.
6 pm - MIDNIGHT 2.6%
The established mid-corridor neighbourhoods in the southeast and northwest quadrants generate over 70% of the transit trips from the study area. The inner-city type neighbourhoods in the southwest
OFF- PEAK
PEAK PERIOD
account for most of the remainder, 20%, with less than 10% of the trips originating in the outline plan areas of Clareview and
6am - 9 am
Hermitage. WORK 33.0% WORK 76.0% --4
SCHOOL 15.0%
PURPOSE
As indicated in Table 3.4 and Figure 3.5, most transit trips are destined to a selected number of the major attractors in the city:
OTHER 52.0%
for example, the downtown alone accounts for one trip end of almost 60% of all trips. The southwest quadrant has a higher than average
SCHOOL 20.0% â&#x20AC;&#x201D;
proportion of downtown oriented trips (70%), as would be expected
OTHER 4.0%
from an inner-city area. The northwest quadrant has a lower than average proportion of trips to the downtown (55%), although this is probably due to its proximity to the Northern Alberta Institute of Technology (NAIT)/Industrial Airport area to which it sends almost DOWNTOWN 60.0%
-
DOWNTOWN 47.0%
I
14% of its trips. Trips remaining within the four main quadrants of the study area (Figure 3.5) account for 13 - 18% of all trips, and many of these local trips are school trips, which generally stay
DESTINATION
within the originating district. OTHER 53.0%
OTHER 40.0% â&#x20AC;&#x201D;
Destinations external to the Northeast Area and the CBD, account for 23% of the total trips produced. These are, however, concentrated to two major attractors: The University of Alberta and the
COMPOSITION OF INBOUND TRANSIT TRIPS FIGURE 3.4 SOURCE: STANLEY ASSOCIATES ( 4)
TABLE 3.4 INBOUND TRANSIT TRIPS FACTORED ORIGIN - DESTINATION DATA (ALL DAY, ALL PURPOSE) DESTINATION
ORIGIN
OUTSIDE STUDY AREA
WITHIN STUDY AREA
DISTRICTS WITHIN
INDUSTRIAL
OTHER
TOTAL
SE
SW
NE
NW
SW
191
227
17
82
2615
236
342
35
3745
(5.1)
(6.1)
(0.5)
(2.2)
(69.8)
(6.3)
(9.1)
(0.9)
(19.0)
592
283
26
245
4171
442
665
769
7193
(8.2)
(3.9)
(0.4)
(3.4)
(58.0)
(6.1)
(9.3)
(10.7)
(36.5)
SE NE NW ALL
Notes:
DOWNTOWN
UNIVERSITY
STUDY AREA
190
1720
84
45
11
171
1055
56
108
(4.9)
(2.6)
(0.6)
(9.9)
(61.3)
(3.3)
(6.3)
213
250
31
967
3859
448
975
316
7059
(3.0)
(3.5)
(54.7)
(6.4)
(13.8)
(4.5)
(35.8)
1079
805
85
1465
11701
1182
2090
1310
19717
(5.5)
(4.1)
(0.4)
(7.4)
(59.4)
(6.0)
(10.6)
(6.6)
(100.0)
(0.4) (13.7)
1.
Numbers in brackets are percent of total.
2.
Source: Stanley Associates (4).
(11.1)
(8.7)
38
37 NAIT/Industrial Airport area. University trips account for about 6% of the trips from all quadrants, except the northeast.
TABLE 3.5
As a TRANSIT TRIPS BY MODE OF TRAVEL
1
fairly new area it would not be expected to have many University age families.
The northeast also produces a lower than average
percentage (11%) of trips to the NAIT/Airport area.
Even though
are relatively minor when compared to the downtown.
small proportion of the overall travel demand.
CONNECTION
2
it is hoped will encourage transit use to other areas of the City.
FEEDER 3 BUSES
FEEDER
LRT
BUSES
ONLY
6 - 9 AM
32%
23%
29%
15%
9 AM - 4 PM
34%
32%
19%
15%
4 - 6 PM
41%
30%
10%
19%
6 PM - Midnight
27%
32%
9%
32%
All Day
34%
26%
25%
15%
As the system
expands, LRT will provide service to many more destinations, which
3.3.3
NO LRT TIME PERIOD
Transit trip generation to the rest of the city is a relatively
LRT
BUS ONLY
the University and the NAIT/Aiport areas are major attractors, they
Choice of Transit Mode
Table 3.5 summarizes the distribution of northeast area transit Notes: trips by the combinations of transit modes available.
1.
Unfactored Data, Stanley Associates (4).
2.
Routes with no LRT Connection:
Over the
whole day the LRT line carries 40% of the total transit trips with 25% of these arriving by feeder bus and the remaining 15% accessing the line directly.
This total proportion by LRT is quite reason-
able considering that the line only provides direct service to the downtown (where only 60% of the total trips are destined) and that several parts of the study area, particularly along the major north-south and east-west arterials, have shorter travel times to the downtown by direct bus routes than by transfer to LRT. These types of trips, as well as the trips internal to the study area, also account for the fact that almost the same proportion of total riders, 26%, complete their trip by feeder bus, as transfer to the LRT, 25%.
3.3.4 Access Mode to Transit
A summary of the mode of access to the bus routes and LRT line in the northeast area is shown in Table 3.6.
1, 3, 6, 24, 25, 35, 73, 86, 87
3.
Feeder Buses:
5, 11, 18, 20, 23, 28, 30, 31, 32, 33, 34, 66, 70, 74, 80.
39
40
As would be expected, most access to the bus routes is by walking,
TABLE 3.6
with minor access by automobile. Some transfers occur from bus
MODE OF ACCESS TO TRANSIT
routes outside the study area to routes within the area, but this component is very small.
Access modes to the LRT stations vary from station to station.
MODE
DROP
PARK-N
WALK
OFF
-RIDE
BUS TRANSFER
Belvedere and Coliseum Stations have nine and six feeder bus routes respectively and this is reflected in the access mode figures.
Bus (No LRT Connection)
89%
5%
1%
Belvedere, with a large park-and-ride lot, also gains a large
Feeder Bus
87%
2.8%
0.2%
proportion of its ridership by auto. Walk-on access is minimal at
Belvedere Station
Belvedere as the station is not located close to major residential
Coliseum Station
15.8%
4.5%
development. Coliseum Station has very little access by park-and-
Stadium Station
66.5%
6.5%
8%
9%
11% 0.7% 17%
5% 10% 72% 79% 10%
ride due to the lack of demand. This is expected in an inner area where most trips have access to the feeder bus system. Source: Stanley Associates (4) Stadium Station is served by only one feeder bus which is reflected in the low proportion of bus transfer activity. Most of the activity at this station is due to walk-ons from the medium density
TABLE 3.7
development in the station area.
PREVIOUS MODE OF TRAVEL (ALL DAY - ALL PURPOSE)
3.3.5 Previous Mode of Travel PREVIOUS MODE (%) The previous mode of travel question was intended to reveal the
DISTRICT OF
NOT
impact of the introduction of LRT service on encouraging people to
TRIP ORIGIN
MADE
BUS
AUTO
AUTO
DRIVER
PASSENGER
use the transit system. Table 3.7 summarizes the responses of all transit users and indicates that 88% of the patrons previously used
Southeast
5%
91%
3%
1%
the bus system, while 12% were either auto drivers or passengers,
Southwest
5%
91%
3%
1%
or did not make the trip. These total figures, however, must be
Northeast
12%
70%
15%
3%
used with a great deal of caution as it must be remembered that the
Northwest
5%
87%
7%
1%
study area is a high growth area and that only 40% of the transit
TOTAL
5%
88%
6%
1%
riders in the area use the LRT system.
A detailed analysis by route and by trip purpose of the "trip not made" response indicated no significant difference between the response rate for routes with or without LRT connections, or the LRT line for either the total trip, work trip, or school trip
Source: Stanley Associates (4)
41
samples. As it is unlikely that the area labour participation rate or school enrollment would increase due to the presence of the LRT line it is reasonable to assume that most of the "trip not made"
42
patterns are fixed. It is possible, however, that a gradual modal shift will occur in the established neighbourhoods due to population turnover.
responses are from patrons new to the study area who previously made the trip in another area. Some ambiguity has been noted in
3.4 Transit User Characteristics
the way the question was worded on the survey form, and should be amended for any future surveys.
Similarly, route by route analysis also qualifies the aggregate figure that 7% of the total riders were either a previous auto driver or passenger. Even on the bus routes with no connection to the LRT line 3.3% of the passengers indicated that they had previously traveled by automobile. The proportion was somewhat higher (4.8%) on the feeder bus routes out of the established neighbourhoods of the study area.
However, most of the shift has been from passengers boarding directly at the LRT stations (average of 18% former auto users) and arriving by feeder bus from the outline plan areas of Clareview and Hermitage in the northeast quadrant (Table 3.7). The high proportion of former auto users at the LRT stations (predominantly Belvedere and Stadium) reflects walk-in patronage plus ridership attraction due to auto drop-off and park-and-ride facilities. The increase from the Clareview and Hermitage areas is probably because the residents receive most of the travel time benefits of the LRT line. In addition, with the rapid growth in the area, many of the new residents would have found the high level of service provided
3.4.1 Age/Sex Distribution
The age and sex distribution of transit riders in the northeast is presented in Figure 3.6 along with the distribution from the south corridor of the city for comparison purposes. Overall, the 19 - 35 age group is predominant, accounting for 47% of all transit riders, with females accounting for 68% of the total. Females are the dominant sex in each age group and the distributions by sex and age do not vary significantly by time period.
Comparison of the northeast area and south corridor figures indicate that transit ridership in the two different areas of the city is not dissimilar especially in the total male/female split and in the proportion of riders over and under 35 years of age. The northeast does have a higher proportion of ridership in the 0 - 18 age bracket which likely indicates a slightly different average family age causing an increase in school trips (In the south corridor work trips and school trips accounted for 67% and 11% of total trips respectively. In the northeast the proportions were 61% and 18%. The proportions of the other trip purposes were almost identical between the two areas).
by the LRT line already in existence upon arrival, and developed their travel patterns accordingly.
Comparison of the relatively insignificant modal shift in the established areas as compared to the major shift in the high growth areas suggests that a significant shift toward travel due to LRT is best attained by providing the high level of service as an area develops rather than waiting until growth is finished and travel
3.4.2 Automobile Ownership and Availability
Of the total daily transit patrons 69% described themselves as transit captives who are defined as travellers for whom an automobile is not conveniently available. Individual zone analysis indicated that this proportion was fairly consistent in the 60 -
43
44
79% range. As shown in Table 3.8 the incidence of transit captives decreases in the peak period indicating a greater tendency
II 0/0
toward choice use of transit. Comparison of the northeast area and the south corridor shows little difference on an all day basis. The all bus system in the south corridor attracts more choice
33
transit users in the peak period although this is most likely due to the higher proportion of South Corridor patrons in the 19 - 35 age group and who predominantly work downtown rather than being a reflection on the attractiveness of transit service in the northeast.
Table 3.9 summarizes automobile ownership for the northeast and south corridor areas. The overall proportions of autmobile owner-
NORTHEAST AREA
MALE (32%)
FEMALE (68%)
ship are fairly consistent throughout the study area, except in the southwest quadrant (inner-city type neighbourhoods) where zero car households increase to 30% and two car households drop to 15%. Comparison of the automobile ownership and automobile availability data would indicate that much of the transit captive ridership must come from households of one or more cars, but the car is not regularly available to the person surveyed.
Very little can be inferred from comparison of automobile ownership in the northeast and south corridor areas, although it is interesting to note that the south corridor, with a slightly higher proportion of choice transit riders, actually has a lower level of automobile ownership.
3.4.3 User Comments
SOUTH CORRIDOR FEMALE (65%)
AGE /SEX COMPOSITION OF TRANSIT USERS FIGURE 3.6
The on-board survey forms also included a space for comments by transit patrons. A summary of the more common comments is given in Table 3.10.
46 45 As specific comments were not solicited, the numbers indicated
TABLE 3.8
cannot be used to derive any definite conclusions on public opinion.
AUTOMOBILE AVAILABILITY OF TRANSIT TRAVELLERS
It is interesting to note, however, that over 70% of the transit patrons who returned a survey form were interested enough to make a TIME PERIOD
CHOICE USERS
CAPTIVE USERS
NO.
TOTAL
comment and that a high proportion of those liked the LRT line even though most of the northeast area transit patrons do not use the
NO.
LRT on a regular basis. A sizable number thought the LRT system should be extended city wide.
Northeast Area
6 - 9 AM
1258
34.6
2380
65.4
3638
The bus connection comments were mainly related to buses not being
All Day
1800
31.3
3927
68.7
5747
at the stations when the LRT trains arrived. This situation is difficult to rectify as the LRT is on five minute peak hour headways while the buses are generally on 10 - 15 minute headways. The
South Corridor
comments on extending bus routes related partly to the outline plan AM Peak
1196
39.1
1859
60.9
3055
areas where routes are constantly under revision, and partly to
All Day
1614
32.7
3329
67.3
4943
the LRT where some patrons preferred the previous line-haul routes to downtown rather than being forced to transfer to the LRT line.
TABLE 3.9 AUTOMOBILE OWNERSHIP OF TRANSIT TRAVELLERS
TIME PERIOD
0
1
2
3+
CARS
CAR
CARS
CARS
Northeast Area
6 - 9 AM
15%
46%
29%
10%
All Day
19%
44%
27%
10%
24%
46%
23%
7%
South Corridor
All Day
47
48 4.0 ROADWAY IMPACTS
TABLE 3.10 SUMMARY OF TRANSIT PATRON COMMENTS
4.1 Traffic Volumes
To measure changes in vehicle volumes from the northeast, vehicles Total Survey Forms Returned
were counted crossing the three screenlines shown on Figure 4.1. Details of the counting program are found in Appendix C.
-
No Comment
1819
-
One Comment
3521
-
Several Comments
963
The vehicle volumes recorded across the screenlines are shown in Table 4.1 along with growth projections based on historical data. Volumes across the outer screenline increased by 5,000 vehicles per
LRT Service Comments
day more than the historical growth projection. Approximately onehalf of this increase is attributable to accelerated development in 2906
-
Like LRT as is
-
Extend LRT North
69
-
Extend LRT South
119
-
Extend LRT City Wide
762
-
Do Not Like LRT
139
-
Improve Bus Connections
:
636
-
Improve Belevedere Station
:
312
Bus Service Comments
the northeast corridor and carries on through the intermediate screenline. The rest of the increase can be traced to east-west traffic on the Yellowhead Highway Corridor (125 Avenue) which has shifted from 137 Avenue due to roadway improvements. The above average increases across the outer two screenlines do not carry through to the inner screenline which shows no sigificant change in volumes over the study period.
4.2 :
442
-
Extend Routes
-
Increase Frequency
82
-
Improve Reliability
59
-
Improve Comfort
94
Automobile Travel Times
To attempt to determine the impact of the LRT line on automobile travel times in the northeast area travel time surveys were carried out on five different routes between the central business district and the northeast. These routes crossed various combinations of road and LRT intersections and the details of these studies are summarized in Appendix D. Overall travel times did not change significantly for the AM peak period while those in the PM peak period decreased by approximately 11% (about 80 seconds) on trips toward the CBD and by 8% (about 60 seconds) on trips from the CBD towards the northeast.
50
TABLE 4.1 AVERAGE DAILY VEHICLE VOLUMES
Screenline
1977
1978
Actual Growth
Historical Growth
127,900
139,400
11,500
6,500
Intermediate
82,000
85,700
3,700
1,050
Inner
85,500
85,600
100
850
Outer
Avri-nua
ickvenka
â&#x20AC;¢ .11cNall
NORTHEAST AREA VEHICLE SCREENLINES FIGURE 4.1
52
51
There are five major arterials in the northeast which the LRT line
which alter station dwell times, performance of electrified switches,
crosses at-grade: 95 Street, 112 Avenue, 82 Street, 120 Avenue and
vehicle performance, weather conditions, and LRT driver activities.
66 Street. With LRT implementation signals adjacent to the crossings
There is a need to examine all of these factors comprehensively to
were co-ordinated to attempt to reduce queuing at the crossings by
determine how more precise schedule control of the LRT can be
controlling the capacity of upstream traffic signals. The traffic
achieved.
signals were also integrated with the LRT controls to attempt to co-ordinate LRT road crossings with the red phases at the adjoining intersections (2).
Link travel time and queue length studies were carried out at the five level crossing locations (6,7). Significant reductions in queue lengths averaging 35% in the AM Peak and 52% in the PM Peak were observed on 112 Avenue, 82 Street and 120 Avenue. Little change was observed on 95 Street. The reductions indicate that the signal co-ordination measures have been successful in preventing queue build-up due to LRT level crossing closures.
A summary of the results of the travel time surveys across the level crossings is given in Table 4.2. Although there is variation in the results of the two surveys there is general agreement on a travel time increase in the AM Peak and a decrease in the PM Peak. Given that the increases average only 10 - 15 seconds and the decreases about 20 seconds it is reasonable to conclude the signal integration techniques have assured no significant deterioration of roadway performance due to at-grade LRT operations. In fact, both surveys agree that significant improvements have occurred on the most congested link in the area (112 Avenue during the PM Peak) and that some improvements have occurred on several other links. More improvements had been anticipated at the time of the signal system design, however realization of the full potential of the system is extremely dependent upon being able to attain precise control of LRT scheduling and operation, and this control has not been fully attained. There are many factors which influence the schedule reliability of the LRT, including variations in passenger demand
54
53 TABLE 4.2
5.0 PARKING IMPACTS
AVERAGE CHANGES IN AUTO TRAVEL TIMES AT LRT LEVEL CROSSINGS
Surveys were carried out in March, 1978, immediately prior to the LRT opening, and repeated in March 1979 to detect increases in parking in the vicinity of the three outlying LRT stations which PM PEAK
AM PEAK LOCATION
SURVEY A
1
2 SURVEY B
SURVEY A
SURVEY B
may be attributable to park-and-ride vehicles. Figures 5.1, 5.2 and 5.3 show the areas surveyed and the overall parking survey results.
95 Street NB
0%
+31%
+20%
+15%
SB
+28%
+11%
-15%
+ 9%
At Stadium Station curb parking did not increase from 1978 to 1979. Approximately 50 vehicles regularly use the Commonwealth Stadium
112 Avenue WB
+10%
+ 4%
+27%
+ 3%
bus parking lot which is available for automobile parking when there
EB
+26%
+ 6%
-70%
-21%
are no events at the Stadium. Curb parking in the vicinity of
82 Street NB
+18%
+14%
-19%
-19%
only 23% of the available spaces are regularly in use (compared to
SB
+20%
- 6%
-44%
+ 1.4%
13% in 1978) and the impact is not considered serious.
120 Avenue WB
-13%
+10%
-18%
-19%
At Belvedere Station a significant increase in curb parking from 17,
EB
-38%
-26%
+20%
+31%
to 66 vehicles occurred in approximately a two block radius around
Coliseum Station increased slightly over the study period, however,
the station. Some complaints have been received from area resi66 Street NB
-13%
-22%
dents, although with only 26% of the total curb capacity utilized
SB
+19%
+15%
field checks have shown ample parking available. Additional surveys carried out at the Londonderry Hotel indicated minimal (1
AVERAGE
+23%
+ 3%
-10%
- 5%
2 vehicles) use by LRT patrons. No complaints have been received from Safeway concerning the use of their parking lot by LRT patrons.
NOTES:
1.
Survey A:
May/June 1976 and May/June 1978.
2.
Survey B:
October/November 1977 and November 1978.
The park-and-ride lot at Belvedere station operated at its capacity of 322 vehicles in 1979. The average occupancy rate for vehicles using the lot was 1.12, and a licence plate survey conducted in the lot indicated that 67% of the vehicles were registered to Edmonton addresses while 33% were from outside the city (7). Of the vehicles registered in Edmonton 81% of the addresses were within 3 km of the station. Data gathered from the parking surveys at Belvedere has been used to estimate park-and-ride requirements for the proposed South Corridor LRT Line.
55
114 Ave.
ULJ LIU LJLJ LIRE Lill ••••••••
i113 Ave.
•••••••
^
LJI1
56
122 Ar
••••••••• ^
112 Ave.
COMMONWEALTH STADIUM
117 Ave7—
ILL
116 Ave.
rin
CURB
BLOCK
CURB PARKING
PARKING
Available 1978 1979
Used 1978
1979
BLOCK
Available 1979 1978
1978
1979
29
29
2
2
55
50
9
12
3
3
3
0
0
8
4
4
4
0
6
13
5
35
32
13
32
18
16
6
0
0
100
43
39
7
0
0
0
127
118
1
4
4
0
1
2
13
13
0
1
3
0
0
0
0
4
22
22
19
5
25
29
6
29
TOTAL
93
1
TOTAL Note : Stadium lot Block 3
Capacity 220 vehicles Occupancy 52 vehicles
16
Note: Coliseum •Lot (689 vehicle capacity) Not used by park and ride vehicles.
STADIUM AREA PARKING FIGURE 5.1
Used
COLISEUM AREA PARKING FIGURE 5.2
27
[F1
57
LJ
58
6.0 SPECIAL EVENTS
Patronage on the LRT line was observed during a variety of special 132 Ave.
events to obtain data on performance under heavy load conditions and to gauge the ability of the line to provide service to special events. A summary of patronage data for the various events is shown in Table 6.1. The percentage of patrons arriving at the various events by LRT is quite variable and is most likely affected primarily by the amount of parking available at the time of the event, and the different levels of special bus service provided. Hockey games, for example, have the use of the Coliseum parking lot and have no extra bus service. On the other hand, almost all access to the Commonwealth Games events was by transit.
The Conullonwealth Games were the only special event which provided continual "crush" loads to the LRT line. In general the high volumes were handled well although on August 10, 1978 Central Station overloaded and buses were used to alleviate the problem. The line carried a peak hour volume of 8,700 passengers to Stadium Station, split approximately 65% northbound and 35% southbound,
CURB
PARKING
using two car trains on 5 minute headways. Under these conditions train unloading took about one minute and it took up to four minutes
BLOCK
Available 1978 1979
Used
to clear the turnstiles during the peaks. Crush vehicle loads in
1978
1979
the range of 266 to 315 (average 285) passengers per vehicle were
1
36
36
3
10
2
28
25
8
8
3
12
12
0
0
4
12
0
0
5
88
88
6
36
6
42
42
0
0
were over. Firstly, the layout of the underground portions of the
7
51
48
0
12
stations tends to favor one stairwell/escalator over the other. As
269
251
17
66
a result most people would arrive at the top of the one stairwell
TOTAL
observed. After the major events it took approximately one and one-half hours to clear Stadium station.
Observations at other special events indicated two problems with passenger flows at Stadium and Coliseum Stations after the events
and would be reluctant to move forward, probably due to uncertainty
Note
Park and ride lot , Block 7 , 322 vehicle
BELVEDERE AREA PARKING FIGURE 5.3
occupancy
59
60
over where the train will stop, or backward due to the congestion between the platform edge and the edge of the stairwell.
TABLE 6.1
This
LRT SPECIAL EVENTS PATRONAGE
requires transit inspectors on the platform to try to keep patrons moving and signs on the lower level encouraging the use of the second stairwell.
The other flow problem was similar in that it
LRT
TOTAL ATTENDANCE
EVENT
% BY
RIDERSHIP
LRT
involved patrons stopping at the top of the stairs, in this case because of uncertainties over which side of the platform they want. Directional signs have been used to alleviate the problem.
Klondike Days 24/07/78
67,851
14,819
21.8%
26/07/78
61,754
13,553
22.0%
Hockey Game
15,571
1,808
11.6%
25,006
3,224
12.9%
42,000
6,568
15.6%
1
14,674
39.7%
1
6,326
40.0%
1 18,933 1 37,049
8,153
43.1%
15,996
43.2%
Northlands Coliseum 20/02/79
Football Games - Clarke Stadium 17/06/78 - Commonwealth Stadium 29/10/78
Commonwealth Games - Opening: 3/08/78 - Atheletics:
8/08/78
- Athletics:
8/08/78
- Athletics:
10/08/78
36,993
15,815
Ticket Sales, not necessarily total attendance
NOTES:
1.
SOURCE:
City of Edmonton (7)
62
61
7.0 CONCLUSIONS AND RECOMMENDATIONS
6.
The implementation of LRT service has made no noticeable impact on roadway volumes in the northeast area.
7.1 Conclusions 7.
Traffic management techniques have assured no significant
Based on the data and analysis presented in the preceding sections
deterioration of roadway performance due to at-grade LRT
the following observations/conclusions have been made:
operations.
1.
Due to the presence of the LRT line bus movements into the
8.
Parking impacts around LRT stations have been minimal.
9.
The LRT line has shown itself capable of handling both normal
downtown have been reduced significantly even though total transit ridership has increased.
daily volumes as well as "crush" volumes which approached the 2.
theoretical capacity of the system.
Some reductions in transit fleet size have been attained due to the LRT.
7.2 Recommendations 3.
The level of transit service to the northeast area has increased significantly due to the LRT service, particularly in
The recommendations of this study concern the future monitoring of
terms of transit travel time reductions to the outlying
the LRT system and are as follows:
areas. 1. 4.
That the programs necessary to monitor changes in LRT and bus
Direct operating costs of the transit system serving the
ridership in the northeast be maintained as part of the
northeast area have not increased significantly especially
annual counting program.
when the higher level of service provided and the new ridership out of high growth areas are considered. Total operating
2.
a)
That the factors affecting schedule reliability of the
costs have increased considerably due to the added cost of
LRT system be reviewed in detail to allow better inter-
maintaining the LRT facilities.
action with the at-grade crossing and traffic signal control systems.
5.
The LRT line has not attracted a noticeable amount of new b)
transit ridership from the established communities in the
That roadway travel time studies in the northeast area,
study area. Ridership increases and new riders have come
particularly at the major arterial/LRT level crossings,
primarily from the newly developed communities which receive
be maintained on an annual basis.
most of the benefits of LRT service and where new residents were able to develop their travel patterns around the LRT system.
3.
That annual monitoring of parking in the vicinity of LRT stations be maintained.
63
4.
64 REFERENCES
That consideration be given to carrying out a second on board passenger survey in the northeast area in 1984 to allow determination of long term effects of the LRT line on trip
1.
Transportation Policy (Revised March 3, 1977)".
patterns and/or user characteristics.
5.
6.
That the costs of maintaining the LRT stations, track, and
Province of Alberta, Department of Transportation, "Alberta Urban
2.
O'Brien, W., Schnablegger, J., and Teply, S., "Control of Light
right-of-way be reviewed to determine where cost reductions
Rail Transit Operations in Edmonton", National Conference on Light
and/or economies of scale can be achieved.
Rail Transit, Boston, Mass., 1977.
That the knowledge and information gathered from this eval-
3.
City of Edmonton, Planning Department and du Toit Associates Ltd.,
uation study be applied as a basis for future LRT design and
"Northeast Light Rail Transit Corridor Study - Land Use Plans",
implementation.
Edmonton, 1978.
4.
Stanley Associates Engineering Ltd., "Northeast LRT Evaluation Study - On Board Passenger Survey Summary Report", 1979.
5.
City of Edmonton, Planning Department, Transportation Planning Branch "1978 Unit Operating Costs for Edmonton Transit", Edmonton, 1979.
6.
City of Edmonton, Engineering Department, Traffic Operations, "LRT Crossing Control System Evaluation", Memorandum Report, August 23, 1978.
7.
City of Edmonton, Planning Department, Transportation Planning Branch, "NELRT Evaluation - Data Analysis Technical Report", 1979.
8.
City of Edmonton, Transit Department, Development Section, "Preliminary Evaluation of the Northeast LRT Line and Connecting Bus Routes", June 1978.
STIVIRE WRISASIISNVNI VXIGNaldV TABLE A-1 NORTHEAST TRANSIT SYSTEM -1977 AVERAGE WEEKDAY OPERATING CHARACTERISTICS
DESTINATION
ROUTE 1 3 5 6* 10* 11 18 19 20 23 28 29* 30 31 32 33 34 65 66 70 74 80
Jasper Place Groat Road Westmount Groat Road Beverly 81 St/118 Ave Kingsway Mall Northgate Beverly Kingsway Mall Beverly Belvedere Belvedere Belvedere Steele Heights Londonderry Londonderry Ring Ring Hermitage Clareview Steele Heights
*Peak Period Only
Highlands Cromdale Coliseum 81 St/118 Ave Downtown Jasper Place Beverly University Downtown Montrose Downtown Downtown Downtown Downtown University Downtown Downtown
50 St/112 Ave Belvedere Downtown
A.M. PEAK 5 10 10 10 15 30 15 15 15 15 15 30 15 15 10 15 15 15 15 15 15 10
FREQUENCY P.M. PEAK 5 10 10 10 15 30 15 15 15 15 15 30 15 15 7.5 15 15 15 15 15 15 7.5
PEAK HOUR VEHICLES
OPERATING HOURS
OPERATING KILOMETERS
24 11 11 13 4 6 5 8 4 4 4 2 8 7 11 10 11 4 4 2 2 9
273.3 183.1 198.0 77.0 18.2 75.2 78.4 61.5 57.1 48.4 57.6 9.8 67.9 63.8 112.2 89.7 85.1 52.1 51.0 23.9 24.2 64.2
4301 2463 3241 1126 265 1360 1177 1348 1092 766 1054 183 1164 1094 2103 1611 1420 976 938 478 652 1092
TABLE A-2 NORTHEAST TRANSIT SYSTEM - 1978 AVERAGE WEEKDAY OPERATING CHARACTERISTICS
ROUTE
DESTINATION
1 3 5 6* 11 18 19 20 23 28 30 31 32
Jasper Place Groat Road Westmount Groat Road Jasper Place Kingsway Mall Northgate Beverly Kingsway Mall Beverly Northgate Northgate Steele Heights
33 34
Northgate Northgate
66
Coliseum
70 74
Clareview Clareview
80
Steele Heights
*Peak Period Only
Highlands Cromdale Coliseum 81 St/118 Ave Belvedere Beverly University Coliseum Montrose Coliseum Belvedere Belvedere Belvedere University Belvedere Belvedere Downtown* Northgate N.A.I.T. Belvedere Belvedere Kingsway Mall* Belvedere Coliseum
A.M. PEAK
FREQUENCY P.M. PEAK
PEAK HOUR VEHICLES
OPERATING HOURS
OPERATING KILOMETERS
5 10 10 10 15 10 15 10 15 10 10 10 15
5 10 10 10 15 10 15 10 15 10 10 10 15
24 11 11 13 8 7 6 4 4 4 7 7 9
271.8 183.1 196.8 77.0 102.4 80.1 52.1 56.4 53.4 48.5 58.3 58.2 107.4
4233 2463 3218 1126 1755 1214 1143 1073 844 862 964 965 2013
10 10
10 10
7 7
78.3 53.2
1360 918
15
15
8
102.6
1856
15 15
15 15
2 6
26.8 57.0
528 1139
15
15
5
48.4
794
B2
B.I Transit Passenger and Bus Volumes
B3 A summary of the directional transit volumes across the three screenlines is given in Table B-1. A more detailed breakdown by
Monitoring of transit activity including passenger and vehicle counting is conducted annually throughout the city. Data collection covers normal weekday operations and can be reproduced by time of bus passes and/or by route. Factors derived from fare collection data are used to develop average daily passenger volumes.
Transit passenger and bus volumes in the northeast area were monitored primarily through the use of three screenlines. These screen lines are as follows:
Outer Screenline: Diagonal 97 Street/128 Avenue to 53 Street/112 Avenue.
Count Station Locations
97 Street - 128 Avenue 82 Street - 122 Avenue 66 Street - 118 Avenue 52 Street - 112 Avenue
Intermediate Screenline: Norwood Boulevard - 112 Avenue
Count Station Locations
97 Street - 118 Avenue 95 Street - Norwood Boulevard 82 Street - 112 Avenue
Inner Screenline: 104 Avenue - 103 A Avenue
Count Station Locations
97 Street - 104 Avenue 95 Street - 104 Avenue Jasper Avenue - 103 A Avenue
route and time period is documented by the City of Edmonton (7).
Cl
B4 TABLE B1 TRANSIT COUNT SUMMARY
Inbound to CBD (7:00 a.m. to 11:00 p.m.) Outer Screenline Passengers Buses
Total Buses LRT
1976 1977 1978 1978 1978
9837 11246 14069 8926 5143
Intermediate Screen Inner Screenlin Passengers Buses Passengers Buse
537 630 780 666 114
13343 15603 16648 9416 7232
722 760 731 618 113
14878 17107 18361 10900 7461
64 74 69 58 11 APPENDIX C
Inbound to CBD (7:00 a.m. to 9:00 a.m.)
Total Buses LRT
1976 1977 1978 1978 1978
4711 5422 7001 4369 2632
118 141 176 152 24
VEHICLE COUNTING PROGRAM 5774 6393 7458 3866 3592
160 179 151 128 23
5559 6909 7991 4257 3734
14 16 14 12 2
13105 15893 17038 9383 7655
736 768 734 620 114
16192 17205 18408 10550 7858
65 73 70 58 11
5969 6803 7268 3414 3854
163 187 143 121 22
7046 7159 7800 3836 3964
15 17 15 12 2
Outbound from CBD (7:00 a.m. to 11:00 p.m.)
Total Buses LRT
1976 1977 1978 1978 1978
11415 12190 13989 8188 5801
551 642 797 682 115
Outbound from CBD (4:00 p.m. to 6:00 p.m.)
Total Buses LRT
-
1976 1977 1978 1978 1978
5351 5162 6070 3227 2843
124 151 166 134 22
Outer Screeline is at approximately 127 Avenue, Intermediate at 112 Avenue, and Inner at 104 Avenue. Column labelled buses refers to trains when used in conjunction with LRT. 1976 surveys were in March & April, 1977 in March, and 1978 in November and December.
C2 C3 C I Vehicle Counting Program
Arterial roadway vehicle volumes throughout the City are monitored
Inner Screenline: 105 Avenue - 97 Street
Count Station Locations:
on a yearly basis. Data is collected and stored in half hour segements covering 24 hour weekdays. Factors obtained from year
101 Street
round and week long counts are used to calculate average annual
97 Street
daily volumes.
103 A Avenue 102 A Avenue
In the northeast area three screenlines were established and traffic
102 Avenue
volumes monitored using historical and current vehicle counts on
Jasper Avenue
all intersecting roadways. The screenlines were defined as follows: In summary of the directional traffic movements across the screenOuter Screenline: 126 Avenue - CNR right-of-way
Count Station Locations
97 Street 82 Street Fort Road 66 Street 50 Street
Intermediate Screenline: Norwood Boulevard - 112 Avenue
Count Station Locations
97 Street 95 Street 86 Street 82 Street 112 Avenue
lines is given in Table C-1.
C4
TALE C-1
D1
TRAFFIC COUNT SUMMARY Outer Screenline
Intermediate Screen
Inner Screenline 101 St N of 104 Ave 1978 1977 28970 28327 889 907 1225 1230 400
Location Year 24 hour volume A.M. Peak In P.M. Peak Out Growth Rate
97 St S of 127 Ave 1978 1977 42615 45302 2234 2073 2204 2175 2100
97 St N of 111 Ave 1976 1978 18819 20666 742 807 , 1175 1051 150
Location Year 24 Hour Volume A.M. Peak In P.M. Peak Out Growth Rate
82 St S of 127 Ave 1976 1978 33157 39284 2022 2063 2019 1836 2050
95 St N of 111 Ave 1976 1978 13376 13580 737 730 804 730 100
97 St N of 104 Ave 1978 1977 16732 16017 699 645 732 723 200
Location Year 24 Hour Volume A.M. Peak In P.M. Peak Out Growth Rate
Fort Rd W of 68 St 1978 1976 15849 17781 1061 1085 1023 1107 700
86 St S of 114 Ave 1976 1978 10601 12330 814 852 603 639 100
103A Ave W of 96 St 1978 1977 12343 13368 812 792 784 831 250
Location Year 24 Hour Volume A.M. Peak In P.M. Peak Out Growth Rate
66 St S of Fort Rd 1978 1976 20222 18517 877 770 814 713 250
82 St N of 112 Ave 1977 1978 14402 14454 645 760 700 733, 350
102A Ave E of 97 St 1978 1977 5323 5557 629 775
Location Year 24 Hour Volume A.M. Peak In P.M. Peak Out Growth Rate
50 St S of 126 Ave 1978 1977 11166 20502 917 665 1028 647 1400
112 Ave W of 79 St 1976 1978 24633 24070 1105 1142 1432 1261 350
102 Ave E of 97 St 1978 1977 5874 5955 678 0
613
Jasp Ave E of 97 St 1977 1978 16321 16235 679 695 928 911 0
Location Year 24 Hour Volume A.M. Peak In P.M. Peak Out Growth Rate Screenline Totals Year 24 Hour Volume A.M. Peak In P.M. Peak Out Growth Rate
0
1977 127941 6591 6478 6500
1978 139545 7176 7088
1977 81968 4111 4714 1050
1978 85663 4223 4414
1977 85464 3798 4373 850
1978 85558 3724 4282
24 Hour Volume - two way volume A.M. Peak In - peak hour trips towards the CBD P.M. Peak Out - peak hour trips away from the CBD - historical growth rate prior to 1977, vehicles per day per year Growth Rate Screenline Totals - 24 hour volume for 1977 is arrived at by increasing the 1976 volumes by the historical growth rate to estimate the 1977 volumes. - peak hour totals for 1977 are an addition of the 1976 and 1977 peak volumes.
APPENDIX D AUTO TRAVEL TIME STUDIES
D2
D3
Southbound from Fort Road - 129 Avenue via Fort D.I Auto Travel Time Studies Road - 80 Street - 115 Avenue - 82 Street - Jasper Avenue, to Jasper Avenue - 84 Street.
Five different routes were surveyed crossing various combinations of road intersections with the LRT line between the central business district and the northeast area. Six trips were made in
Route #4:
Northbound from 95 Street - 102 A Avenue via 95 Street - 107A Avenue - Stadium Road - 112 Avenue,
each direction during both the AM and PM peak hours. The routes
to 112 Avenue - 73 Street. surveyed were as follows:
Route #1:
Southbound is the reverse of northbound.
Northbound trips start at 102A Avenue - 95 Street and travel via 95 Street - 107A Avenue - Stadium Road - 86 Street - 115 Avenue - 80 Street - Fort Road, to Fort Road - 129 Avenue.
Route #5:
Northbound from Jasper Avenue - 95 Street via Jasper Avenue - 82 Street - 112 Avenue, to 112 Avenue 73 Street.
Southbound trips were from 129 Avenue - Fort Road via Fort Road - 118 Avenue - 82 Street - 112 Avenue
Southbound is the reverse trip of northbound.
Stadium Road - 107A Avenue - 95 Street, to 102A Avenue - 95 Street.
Table D.1 displays the breakdown of travel time by direction for each of the routes surveyed. Link travel times on arterials which
Route #2:
Northbound from 102 Avenue - 95 Street via 95 Street Norwood Boulevard - 112 Avenue - 86 Street - 115 Avenue - 82 Street - 120 Avenue - 66 Street, to 129 Avenue - 66 Street.
Southbound from 129 Avenue - Fort Road via Fort Road 66 Street - 120 Avenue - Fort Road - 80 Street 115 Avenue - 82 Street - Jasper Avenue, to 95 Street - Jasper Avenue.
Route #3:
Northbound from Jasper Avenue - 84 Street via Jasper Avenue - 82 Street - 120 Avenue - 66 Street, to 129 Avenue - 66 Street.
cross the LRT line at-grade are given in Table D-2.
D5
D4 TABLE D.2 TABLE D.1 AUTO TRAVEL TIMES ON LINKS WITH LRT CROSSINGS AUTO TRAVEL TIMES LINK Route #1
AM Peak Outbound from CBD Inbound to CBD PM Peak Outbound from CBD Inbound to CBD
127 267 189 275
136 219 196 164
704 878 809 964
731 880 829 785
20.2 16.6 17.6 15.1
19.5 16.6 17.2 18.6
#2
AM Peak Outbound from CBD Inbound to CBD PM Peak Outbound from CBD Inbound to CBD
161 202 426 284
169 151 337 277
860 830 1166 884
801 755 1055 893
19.7 17.1 14.5 16.1
21.1 18.8 16.0 15.9
AM Peak Outbound from CBD Inbound to CBD PM Peak Outbound from CBD Inbound to CBD
105 232 174 143
105 214 118 137
509 715 681 712
550 767 575 648
20.5 16.6 15.3 16.7
19O 15.5 18.2 18.3
AM Peak Outbound from CBD Inbound to CBD PM Peak Outbound from CBD Inbound to CBD
52 147 89 133
56 89 61 131
356 459 468 532
398 437 421 487
23.3 18.0 17.7 15.6
20.8 18.9 19.7 17.0
AM Peak Outbound from CBD Inbound to CBD PM Peak Outbound from CBD Inbound to CBD
22 118 69 246
31 114 34 117
291 410 377 536
307 425 330 412
24.7 17.6 19.1 13.4
23.5 16.9 21.8 17.5
#3
#4
#5
ROUTE
Delay Time (Sec.) Travel Time (Sec.) Travel Speed (Mph) Before After After Before After Before
Times are the average of six trips sampled Delay time is the time stopped in traffic Travel time is the total time spent in the traffic stream, including delay time and running time. Before surveys done October and November, 1977; after surveys done November 1978.
AM (07:00 to 09:00) PM (16:00 - 18:00) Before After Before After
95 St. - 103A to 107A Avenue
1 2 4 Avg.
76 75 65 72
85 99 97 94
81 72 84 79
91 93 88 91
95 St. - 107A to 103A Ave.
1 4 Avg.
81 87 84
87 99 93
87 93 90
99 97 98
112 Ave. - 82 to 86 St.
1 4 Avg.
66 74 70
88 58 73
76 82 79
82 79 81
112 Ave. - 86 to 82 St.
4
68
64
102
81
82 St. - 112 to 115 Ave.
3
64
73
81
66
1 2 3 Avg.
101 84 87 91
83 88 88 86
56 88 72 72
57 82 79 73
2
66
49
62
81
79 55 67
66 82 74
65 83 74
71 48 60
111
97
253
198
61 65 63
66 83 75
71 72 72
70 95 83
82 St. - 115 to 112 Ave.
120 Ave. - Fort Rd. to 72 St. 120 Ave. - 72 St. to Fort Road
2 3 Avg.
66 St. - Santa Rosa to 127 Ave.
2
66 St. - 127 Ave. to Santa Rosa
2 3 Avg.
Time in seconds Before surveys done October and November 1977 After surveys done November 1978
I