Traffic volume study
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Transcript of Traffic volume study
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COURSE NO. CE 452GROUP NO : 3SECTION : BYEAR/SEMESTER : 4/2 COURSE TEACHERS:MR. MUDASSER SERAJLECTURER, AUST
AHSANULLAH UNIVERSITY OF SCIENCE & TECHNOLOGY
DEPARTMENT OF CIVIL ENGINEERING TRAFFIC VOLUNE STUDYTRANSPORTATION ENGINEERING SESSIONAL II
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Presentation outline
►Definition Objective►
►Scope Methodology Data collection► ►
►Reconnaissance Survey Data analysis Conclusion► ►
►Limitations
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Traffic volume study is the procedure to determine mainly the volume of traffic moving on the roads at a particular section during a particular time.
Definition
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Definitions(continues)
Service flow rate: The maximum hourly rate of a roadway section during a given period under prevailing roadway condition.
LOS: “Qualitative measures that characterize operational conditions within a traffic stream and their perception by motorists and passengers.” (Highway capacity manual, 1994)
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Definitions(continues)
ADT: Average daily traffic is the volume of traffic counted on the roadway(two way) over a given time period (greater than one day but less than one year) divided by the number of days in that time period.AADT: Average annual daily traffic is obtained by adding daily traffic counts over one year divided by 365 days.
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Definitions(continues)
Directional Distribution: Directional distribution refers to the percentage of traffic flow in one direction during a particular time of day. This factor is particularly important in the case of commuter roads, where maximum flow occurs in one direction in the morning and the other in the evening. This also needs to be considered for efficient geometric design
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Definitions(continues) PCE: PCE means passenger car equivalent to express
various types and characteristics vehicles to a common
type usually the passenger car. One car is considered to one
unit.
Volume/flow: The total number of vehicles that pass over a
given point or section of a lane or roadway during a given
time interval. It may be expressed in terms of annual, daily,
hourly, or sub-hourly periods; usually in vph or vpd.
Volume is an actual number of vehicles observed or
predicted to passing a point during a given interval.
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Objectives
The objectives of carrying out traffic volume study are designing, improving traffic system, planning, management etc.
Design purpose: Structural and geometric design of pavements, bridge, and other highway facilities; intersection design including minimum turning path, channelization, flaring, traffic control devices viz. traffic signs, markings, signals based on approach volume and turning proportions etc.
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PURPOSES
Improvement purposes: To allocate limited maintenance budget rationally; to improve the roadway operating condition; to examine the existing operating/service condition; to determine the type of improvement measure need to be taken etc.
Planning Purposes: Accurate information on the amount of traffic on the roads is vital for the planning of both road maintenance and improvement policies
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PURPOSES(continues)
Dynamic Traffic Management Purposes: Up to date and continuous flow/congestion information is essential for optimizing; Network productivity by providing information to the road user etc.
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PURPOSES(continues)
Other Purposes: Estimation of highway usage
Measurement of current demand of a facility
Estimation of trends
Economic feasibility evaluation
Computation of accident rates etc.
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Scope Of Traffic Volume Studies:
Scope
Magnitudes, classifications and
the time and directional split of
vehicular flows
Hourly, daily, yearly and seasonal
variation of vehicular flows
Flow fluctuation on different
approaches at a junction
Proportions of
vehicles
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MethodologyTraffic volume study
Automatic Counting Method
Contact system based
Contactless system based
Manual Counting Method
Direct Method
indirect Method
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Manual Counting Method: Direct method
Data is counted by using hand tally and manual counters/enumerators.Advantages: By this method traffic volume as well as
vehicle classification and turning proportions can be obtained. Data can be used immediately after collection.
Disadvantages: This method is not practicable for long duration count and when flow is high. Error is common especially when volume is high. Count cannot be cross checked. Count cannot be done in bad weather.
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Mechanical Counting Boards
Mechanical count boards consist of counters mounted on a board that record each direction of travel. Common counts include pedestrian, bicycle, vehicle classification, and traffic volume counts.
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Electronic Counting Boards
Electronic counting boards are battery-operated, lighter, more compact, and easier to handle. They have an internal clock that automatically separates the data by time interval.
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Instruments used in Direct method
Hand CounterInstrument to Measure Distance
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Example of data collection in tally method.
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Direct method
A Typical Data Sheet of Manual Method
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Manual Counting Method: Indirect Method
In this method, data is collected using video camera. Video is captured for long time and data is collected later by rewinding. Advantages: Besides traffic volume, several traffic
parameters can be obtained from recorded film. Data can be cross checked and quality can be ensured. This method is applicable when volume is high. It is suitable for non-lane based traffic operation.
Disadvantages: A suitable elevated place is required for filming operation. Data cannot be used immediately after collection.
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Manual Counting Method: Indirect Method
Video cameras are mounted to record the traffic condition on a road.
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Automatic counting method: In this method, vehicles are counted automatically without any human involvement. Contact system based (pneumatic, mechanical,
magnetic or piezoelectric method)Contactless system based (electrical/optical,
ultrasound/infrared radar, micro wave, CCTV/video image processing method etc.)
• Advantages: This method is suitable for long duration or continuous count. Count is not affected by bad weather condition.
• Disadvantages: It requires strict lane discipline. Non motorized vehicles are hard to detect
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Equipment used for Automatic counting method: Contact system
Pneumatic Road Tube Counter
Motion sensors
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Equipment used for Automatic counting method: Contactless system
Vehicle numbers are recorder using ultrasound, light beam or other infrared technology.
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Data collection
Data: May, 2012Group no: 3Group Member: 7Location: Russel squareMethod: Manual counting method (Direct)Equipment: Stop watch; Data sheet.Weather: Partly cloudy
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Data collection
Survey location and our group position
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Reconnaissance Survey►The number of private
car is predominant in this
road; second most available
vehicle along this road is Rickshaw.
►There is a foot over bridge
used by Square Hospital.
►There are a number of
commercial buildings, shops,
on both side of the road
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Reconnaissance survey►Abrupt movement of Pedestrian.
► Traffic flow at intersectionsare controlled by police.
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Bar chart of vehicle composition
Bus(B)
Truck
(T)
Light V
ehicle...
Autoric
kshaw
...
Moto
rcycle
...NM
V
0
50
100
150
200
250
300
11 0
281
77
2241
32
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Vehicle composition of traffic stream in percentage.
Bus(3%)Light Vehicle(64%)NMV(9%)Motorcycle(5%)Autorickshaw(18%)
Bus 3%
Motorcycle 5%Auto rickshaw
18%
Light vehicle 64%
NMV 9%
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Service flow rateType of vehicle
Number PCE Converted number
Light Vehicle 281 1 281
Autorickshaw 77 0.5 39
Bus 11 3 33
Motorcycle 22 0.1 3
NMV 41 0.5 21
Truck 0 0.75 0
Total 377
Traffic flow(10.20 AM-10.40 AM)=377 PCU
Service flow rate(11.00 AM-12.00 PM)=377*3=1131 PCU/hr
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Series10
200
400
600
800
1000
1200
From Panthapath to Russell SquareFrom Russell Square to PanthapathAverage
Time
PCU
/hr
PCU/hr VS. Time Graph
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Level of service
LOSService Flow Rate
(PCU/hr)
A 600
B 700
C 900
D 1200
E 1400
F >1400
According to the calculated service flow rate the level of service during survey period was D.
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Directional distribution
Direction TimePCU/hr
Average PCU/hr
Directional Distribution
From PanthaPath to Russell Square
9:00 AM-10:00 AM 860
963 54%10:00
AM-11:00 AM 900
11:00 AM-12:00
AM 1131
From Russell Square To Panthapath
9:00 AM-10:00 AM 726
807 46%10:00
AM-11:00 AM 856
11:00 AM-12:00
AM 837
Se-ries
1
0102030405060708090
100
Column1
Russell Square To Panthapath
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ADT, AADT
Estimate 24-hr volume using the hourly expansion factors= {(860+726) * 18.8 + (900+856)*17.11 + (1131+837)*18.52}/6 = 16052Adjust the 24-hr volume for Thursday to an average volume for the week using the dailyexpansion factorsTotal weekly volume = 16052 *7.012= 112557
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ADT, AADT(continues)
Average 24-hr volume (or Average Daily Traffic, ADT) = 112557/7= 16080Since the data were collected in May, using the monthly expansion factors for MayAnnual Average Daily Traffic (AADT) = 16080*1.395= 22432So, obtained value of Average Daily Traffic,(ADT) is 16080 PCU/day and AnnualAverage Daily Traffic,(AADT) is 22432 PCU/day.
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ADT, AADT(continues)
ADT AADT
16080 22432
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ADT, AADT (continues)
Direction ADT AADT
Panthapath to Russell Square 17,534 24,460
Russell Square to Panthapath 14,623 20,400
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Series1012345678
From Panthapath to Russell squareFrom Russell Square to Pan-thapathAverage
% A
DT
9.00-10.00 10.00-11.00 11.00-12.00
Flow Fluctuation Curve
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Conclusion
Vehicle composition : Light vehicles (Car, Jeep, etc.) occupied 64% of total
vehicle. Percentage of Auto rickshaw is relatively high. Percentage of Public transport is very low.
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Conclusion(continues)
Level of Service:• The LOS of the road is D• The road was constructed to serve as a
Collector road.• Collector road should have a LOS C.
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Conclusion(continues)Directional Distribution: Directional distribution was found nearly equal (54% and 46%) in both side of the road. So it can be said that the geometric design of the road is adequate for present traffic.
Flow Fluctuation Curve: From the flow fluctuation curve it is seen that the vehicle movement is nearly uniform in that road. %ADT is highest for Panthapath to Russel Square direction at 11.00-12.00.
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Conclusion(continues)Recommendation:• NMV should not be allowed• Amount of public transport should be increased. • To increase the LOS necessary steps should be taken
to prevent the entrance of NMV, stop road side parking, prevent pedestrian crossing; introduce optimum traffic signal system.
• Construct foot over bridges at necessary point for pedestrian crossing.
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Limitations
Short count was taken (20 min) Now a days automatic counting method based on
CCTV/Video image processing is reliable and popular. But due to resource constraint it was not possible.
Limited and unskilled enumerators.