Downtown |
- 2.0 km in-street section, opened May 25, 1981
- Trains share transit mall with buses and emergency vehicles
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South LRT |
- 10.9 km, opened May 25, 1981
- Trains run on fenced right-of-way (R.O.W.) parallel to freight rail line from 41st Avenue to Somerset/Bridlewood Station S.W.
- 3.4 km extension to Fish Creek/Lacombe, opened October 26, 2001
- 3.0 km extension to Somerset/Bridlewood, opened June 28, 2004
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Northeast LRT |
- 9.8 km, April 29, 1985
- Trains run in median of roadway, with a concrete barrier separation
- 2.8 km extension to McKnight-Westwinds, opened on December 17, 2007
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Northwest LRT |
- 5.6 km, opened September 7, 1987
- 1.0 km extension to Brentwood, opened August 31, 1990
- 3.0 km extension to Dalhousie, opened December 15, 2003
- 3.6 km extension to Crowfoot, opened June 15, 2009
- Trains run in median of roadway and on exclusive right-of-way (R.O.W.) through residential areas
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Total Length |
- 46.0 km, 5% grade separated, 8% underground
- Proof of purchase fare system, free-fare zone on 7th Avenue
- 26 major stations, 11 side loading platforms downtown
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Geometric Characteristics |
- Overall width of system for 2 parallel sets of track (m): 12
- Minimum required width for station (m): 20
- Length of station platforms (m): 80
- Maximum gradient in the system: 6%
- Dimensions of dynamic envelope space (Gabarit dynamique)
Height (m): 4:07
Width (m): 3:11
- Minimum feasible radius of horizontal curvature (m): 35 mainline, 25 yard
- Minimum actual radius of horizontal curvature (m): 63 mainline, 25 yard
- Minimum actual feasible radius of vertical curvature (m): 500
- Minimum actual radius of vertical curvature (m): 500
- Types of track used:
ARA - A 100 rail with Pandrol fasteners on concrete ties on ballast
ARA - A 100 rail on Lord Direct Fixation fasteners on concrete plinths
Ri 60 girder rail on compressible supports in-street
Noise levels in DBA: 72 at 25 m
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LIGHT RAIL VEHICLES (LRVs)
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U2

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SD 160

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| Fibreglass cab, steel body |
Steel body |
| LRVs can be operated from either command end |
LRVs can be operated from either command end |
| Suspension type: Megi rubber chevron, double coil springs |
Suspension type: Megi rubber chevron, double coil springs |
| Type of brakes: Dynamic, disc, and magnetic track brakes (U2 AC + Re-generative) auxiliary and emergency brake system |
Type of brakes: Re-generative / dynamic, disc, and magnetic track brakes |
| Dead weight (tonnes): DC 32.6 AC 36.0 |
Dead weight (tonnes): SD 160 42.0 |
| Maximum payload vehicle (tonnes): 17.7 |
Maximum payload vehicle (tonnes): 17 |
| Service Accelerations (m/s2): 1.1 |
Service Accelerations (m/s2): 1.34 |
| Service Deceleration (m/s2): 1.3 |
Service Deceleration (m/s2): 1.34 |
| Maximum Acceleration (m/s2): 1.3 |
Maximum Acceleration (m/s2): 1.34 |
| Maximum Deceleration (m/s2): 3.0 |
Maximum Deceleration (m/s2): 3.0 |
| Overall length of vehicle (m): 24.4 |
Overall length of vehicle (m): 24.82 |
| Overall length of a 3 vehicle train (m): 73.2 |
Overall length of a 3 vehicle train (m): 74.4 |
| Overall width of vehicle (m): 2.65 |
Overall width of vehicle (m): 2.65 |
Number of doors per vehicle: 4 each side,
Double folding width of doors (mm): 1,300
Height of doors (mm): 1,900 |
Number of doors per vehicle: 4 each side,
Sliding/plug width of doors (mm): 1,300
Height of doors (mm): 1,900 |
Practical passenger capacity:
design: 200 |
Practical passenger capacity:
design: 200 |
| Number of seating passengers per vehicle: 64 |
Number of seating passengers per vehicle: 60 |
Number of motors per train: one each end 2
Type of power: 600 V DC
Motor rating: DC (at 1,200 rpm): 150 kw |
Number of motors per train: two each end 4
Type of power: AC
Motor rating: 145 kw at 1588 rpm |
| Type of power collection: pantograph |
Type of power collection: pantograph |
| Power consumption (kwh per veh-km of operation) at: 3.5 |
Power consumption (kwh per veh-km of operation) at: 3.5 |
| Auxiliary input power (volts): 24 |
Auxiliary input power (volts): 24 |
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Stations and Platforms |
CENTRE LOADING:
Passengers board train from centre platform.
Somerset/Bridlewood Station
Fish Creek-Lacombe Station
Canyon Meadows Station
Anderson Station
Southland Station
Heritage Station
Chinook Station
Erlton Station
Stampede Station
McKnight-Westwinds Station
Whitehorn Station
Rundle Station
Marlborough Station
Franklin Station
Barlow / Max Bell Station
Zoo Station
Bridgeland Station
Dalhousie Station
Brentwood Station
Crowfoot Station
U of C Station
SAIT/ACAD/Jubilee Station
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SIDE LOADING:
Passengers board train from side platforms.
Shawnessy Station
39 Avenue Station
Sunny Side Station
Lions Park Station
Banff Trail Station
All Downtown Stations
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Length of platforms (m): 80
Height of the platforms over the track (mm): 930
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Functional Characteristics |
- Maximum PRACTICAL single direction capacity at design capacity of 162 pass./car and 2 min. headway:
3-car train (present) 14,580
4-car train (future) 19,440
- Maximum THEORETICAL single direction capacity (pass./hr/dir) at 256 pass./car and 2 min. headway:
3-car train 23,040
4-car train 30,720
- Actual maximum peak hour passenger load (pass./hr/dir):
a.m. peak 7,255
- Current average headway (secs):
for peak: 300
off peak: - 600
- Minimum practical headway (secs): 120
- Average speed (km/hr): 30
- Maximum speed (km/hr): 80
- Train hours of operation: (2006)
annual: 127,452
per weekday: 388
- Type of train (no. of units):
Siemens-Duwag U2 - DC - 82
- AC - 2 SD-160 AC -32
- LRV availability: 84%
- Average number of boarding passengers per day: (2006) 248,200
- Weekday ridership per CTrain line:
South - 86,100
Northwest - 80,400
Northeast - 58,900
Downtown (free fare zone) - 22,800
- Weekday boarding passengers per revenue operating hour: 611
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Personnel Requirements |
- No. of operators per vehicle: 1
- No. of attendants per station: 0
- No. of central control attendants on each shift:
peak 3, off-peak 1
- No. of maintenance personnel: 101
Permanent Management Exempt staff members 11
- Remainder:
Journeyman I Electromechanic
Journeyman II Electromechanic
Trainee Electromechanic
Preventative Maintenance Person LRV, Servicelane Attendant
LRV, Fleet Lineup Attendant LRV
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Maintenance Facilities |
- 1 heavy maintenance & cleaning facility - Anderson Garage 19,000 m2
- 1 light maintenance & storage facility - Haysboro Garage 3,500 m2
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Development/Operating Costs |
- Total system development costs to date: $548 M
- Original cost of vehicle acquisition/unit: $1.2 M
- Current vehicle replacement cost: $3.9 M
- Total costs of track construction per meter:
above ground $30,000
below ground $35,000
at grade $15,000
- Average costs per station: $2.1 M
- Cost of Rail Control facilities: $3.1M
- Vehicle Maintenance costs: $13.9M (2006)
- Station Maintenance costs: $2.8M (2006)
- Right of Way Maintenance costs: $2.9M (2006)
- Signals Maintenance costs: $2.4M (2006)
- Average annual power costs: $4.8M (2006)
- Annual LRV Operator wages: $6.0M (includes fringe benefits of 21.57%) (2006)
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