CE 4640: Transportation Design Prof. Tapan Datta, Ph.D., P.E. Fall 2002.
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Transcript of CE 4640: Transportation Design Prof. Tapan Datta, Ph.D., P.E. Fall 2002.
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CE 4640: Transportation Design
Prof. Tapan Datta, Ph.D., P.E.
Fall 2002
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The Transportation System
Traffic Engineeringdefined as that phase of engineering which deals with the safe and efficient movement of people and goods on streets and highways.
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Key Aspects of Traffic Engineering
Person Movement or Vehicle Movement?
How many people may be moved in vehicles of different types on different types of facilities?
Goods movement mostly by truck vital to the local economy must be incorporated into the plans for the
transportation system
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Key Aspects of Traffic Engineering
Mix of Vehicles in Person Transportation Private autos Bus transit
Local Express
Paratransit Taxis Jitneys Limousines
Bicycles People movers
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Some Basic Statistics, 1986
Over 158.5 million US drivers drove over 1.86 trillion vehicle-miles in over 172 million regulated vehicles
47,000 people were killed in highway accidents, with a rate of 2.57 deaths/100 million vehicle-miles of travel
State and local highway user taxes generated over $40.6 billion
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Transportation Engineering
Defined by Institute of Transportation Engineers (ITE) as “the application of technology and scientific principles to the planning, functional design, operations, and management of facilities for any mode of transportation in order to provide for the safe, rapid, comfortable, convenient, economical, and environmentally compatible movement of people and goods.”
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Traffic Engineering
Defined by Institute of Transportation Engineers (ITE) as “that phase of transportation engineering which deals with the planning, geometric design and traffic operations of roads, streets and highways, their networks, terminals, abutting lands, and relationships with other modes of transportation.”
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Crisis in Serving the Growing Urban Traffic Demand
Traffic demand is growing The amount of space that can be devoted to additional ROW is limited for financial, space, and social reasons Current technologies and use of ROW do not allow capacity improvements of the magnitude needed to meet the future demand
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Urban Traffic Demand
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Safety Programs and the DWI Problems
Since mid-1980s, emphasis given to programmatic efforts to implement existing safety procedures States have passed seat-belt laws in greater numbers than before States have responded to federal requirement of drinking age be raised to 21 Passed strict laws on driving while intoxicated (DWI) and to aggressively enforce them
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Highway Funding
The Interstate System and the Highway Trust Fund The Highway Act and the UMTA Act
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Flow (q) Density (K) Speed (V)
Basic Parameters of Traffic
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Definitions of Flow, Density & Speed
Flow is defined as the number of vehicles traversing a point of roadway per unit time. Unit: vehicles per hour.
Density is the number of vehicles occupying a given length of lane or roadway averaged over time. Unit: vehicles per mile.
Speed is defined as the distance traversed by a vehicle per unit time. Unit: miles per hour.
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q-K-V Relationship
Flow (veh/hr) = Density (veh/mile) x Speed
(miles/hr)
Therefore, q = K x V
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q-K-V CurvesFlo
w (
veh
/hr)
Density (veh/mile)
Sp
eed
(m
iles/h
r)
Flow (veh/hr)
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Travel Demand Models
Questions asked: How many trips? Trip Generation Where from and where to? Trip
Distribution Which mode? Mode Choice Which route? Traffic Assignment
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Traffic Problems
Grid lock – capacity problem Pot holes – road
maintenance problem Construction barrels –
foreign object on road Poor drivers – driver
behavior
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Traffic Problems
Roadway drainage – drainage system problem
Gawkers – inattentive drivers Roadway geometry problem –
deficiency in geometric design Environmental problem
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Traffic Crash Problem
Traffic crashes Fatalities – persons killed Injuries – having injuries of various
severities Property damages – only a damage to
the vehicle without injury
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Elements of Traffic Engineering
Highway
Driver
Vehicle
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Congestion Problem
Data needs Highway geometry
Number of lanes Lane width - ideal 12 ft. Grade, Alignment Type of pavement, Shoulders Side slope Medians
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Congestion Problem
Traffic control devices Signs Signals Pavement markings Markers and delineators
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Congestion Problem
Demographic information Driver ages Road user ages
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Congestion Problem
Operational data Volume study
by mechanical counters by electronic counters manual counting (short counts)
Counting periods: generally 7am - 7pmPeak periods: 7am - 9am, 12noon - 1pm
and 4pm - 6pm. Best days: Tuesday, Wednesday and
Thursday.
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A Few Terms Explained
PIEV = Perception + Intellection + Emotion + Volition
See Understand Act Execute
Perception: The recognition or realization that a cue or stimulus exists that requires a response
Intellection: Identification of the cue or stimulus
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A Few Terms Explained
Emotion: The determination of the appropriate response to the cue or stimulus
Volition: The physical response that results from the decision
PIEV for a normal person is assumed as 2.5 sec.
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A Few Terms Explained
DHV = Design Hourly Volume
In other words, Design Volume
Calculated as the 30th Highest Hourly Volume
of the year (abbreviated as 30 HV).
(Figure II-20 of AASHTO Green Book P-55)
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Relationship of Highest Hourly Volume and ADT on Rural Arterials
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A Few Terms Explained
The curve steepens quickly to the left of the point showing 30th highest hour, indicating much higher volumes if we include only a few more of the hourly volumes.
The curve flattens to the right, indicating many hours in which the volume is not much less than 30 HV.
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A Few Terms Explained
AADT = Average Annual Daily Traffic
It is the average 24-hour traffic volume at a given location over a full 365-day year - that is, total number of vehicles passing the site in a year divided by 365
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Travel Time
By travelling several times in a car from A to B, a person notes down the time taken in each run and then comes up with a statistical average of Travel Time.
AB
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Delay
Delay = Actual travel time - Expected travel time
Stopped time delay Travel time delay
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Calculation of Delay
Travel time delay Actual travel time data collected by
traveling in a car through the stretch of the road under study.
Expected travel time calculated from the distance and average speed.
Travel time delay calculated from the difference between actual travel time and expected travel time.
Stopped time data for the vehicular speed of 0 to 5 mph.
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Gap Study
Gap is the time elapsed between the movement of two consecutive vehicles one following another.
Unit of gap is second.
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Gap Distribution and Gap Acceptance Curves
Gap distribution
Gap acceptance
Critical gap
Time (sec)
Fre
quen
cy o
f ga
ps
5 10 15 20
1
2
3
4
5
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Transportation System
The System Travel Demand
Influencing the Demand
Need to measure the performance of the
system and also the user
Transportation System
Management
ReducingShifting and
Repackaging
Telecommunication, use of internet, etc.
People’s willingness to travel
• Freeways• Arterials• Collectors• Locals
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Basis of Design
Not for maximum volume, rather for optimum volume.
Shifting of demand is used to adjust the peak congestion staggered work hours flexible time
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Traffic Volume w.r.t. Time
Tra
ffic V
olu
me
Time
Capacity
Congestion
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Obtaining Optimum Volume
Reducing demand shorter work week shorter trip length more work at home
Repackaging demand increased auto occupancy transit usage - bus, rail,
etc. paratransit usage - taxi
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Measuring the Performance
Volume Demand volume, discharge volume
Speed Average travel speed, spot speed, space
mean speed Delay
Total delay, travel time delay, stopped time delay
Trip time Average travel time
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Measuring the Performance
Volume/Capacity Ratio Ratio of traffic demand to highway capacity
Vehicle occupancy Number of persons occupying a vehicle
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Components of Traffic System
Road users Drivers Passengers Pedestrians Bicyclists
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Vehicles Passenger car Single-unit truck Single-unit bus Articulated bus Semi-trailer Motor home others
Components of Traffic System
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Components of Traffic System
Highways serving two different purposes
Movement Mobility and land access.
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Drivers
PIEV Time - 2.5 sec for a normal person
Glare - blinds the eyes of drivers; therefore, design should minimize glare.
Night driving ambient light head light