1) The document analyzes road traffic data that was collected through surveys conducted at Pureza Station near AMA Institute.
2) The surveys found that jeepneys were the most dominant mode of transportation in terms of road occupancy. They accounted for 605 vehicles compared to 47 buses.
3) Converting 60% of jeepneys to buses could help reduce traffic congestion by allowing more passengers per vehicle, reducing the total number of vehicles on the road.
The project provides an insight on pavement Management Systems.PMS helps in making informed decisions enabling the maintenance of the network in a serviceable and safe condition at a minimum cost to both the agency and the road users. To adequately meet this requirement, well-documented information is essential to make defensible decisions on the basis of sound principles of engineering and management
Transport sectors projects are very political entities and governments are still held responsible should there be revenue short fall or distressed situation. further modes of transport do compete with each other but in a limited manner, however, global threats nowadays require certain redundancy in transport network, this affects PPP structure!
Also experience suggests that negotiations between public authorities and prospective concessionaires are rather asymmetrical, and lead to asymmetric risk sharing. Concessionaires have extraordinary bargaining powers as they know no competition exists after the concession is signed.
This presentation talks about the basics of transportation planning. The transportation jargons that are used like ROW, Carriage way etc. It also talks about the Road hierarchy, Intersections, Road Capacity and Level of Service.
The project provides an insight on pavement Management Systems.PMS helps in making informed decisions enabling the maintenance of the network in a serviceable and safe condition at a minimum cost to both the agency and the road users. To adequately meet this requirement, well-documented information is essential to make defensible decisions on the basis of sound principles of engineering and management
Transport sectors projects are very political entities and governments are still held responsible should there be revenue short fall or distressed situation. further modes of transport do compete with each other but in a limited manner, however, global threats nowadays require certain redundancy in transport network, this affects PPP structure!
Also experience suggests that negotiations between public authorities and prospective concessionaires are rather asymmetrical, and lead to asymmetric risk sharing. Concessionaires have extraordinary bargaining powers as they know no competition exists after the concession is signed.
This presentation talks about the basics of transportation planning. The transportation jargons that are used like ROW, Carriage way etc. It also talks about the Road hierarchy, Intersections, Road Capacity and Level of Service.
Pedestrian level of service for crosswalks at urban intersectionsTHOTA AKHIL
Pedestrians form the largest road user group.
As walking is the primary means of human locomotion, they are the most unguarded road users at intersections.
Pedestrians are allowed to pass only on the crosswalks, walkways which are provided for them.
In urban centers, pedestrian flows can be significant, they must be accommodated in planning & design of traffic facilities and controls.
Most of the potential pedestrian conflicts exist at the intersections.
Detailed description of Capacity and Level of service of Multi lane highways based on Highway Capacity Manual (HCM2010) along with one example for finding LOS of a highway
Traffic Characteristics: (i) Road user’s characteristics - general human characteristics, physical, mental and emotional factors, factors affecting reaction time, PIEV theory. (ii) Vehicular characteristics :( static and dynamic), Characteristics affecting road design-width, height, length and other dimensions. Weight, power, speed and braking capacity of a vehicle
functions of transportation network-cocncept of accessibility an mobilitygayathrysatheesan1
Mobility and accessibility are considered the “ying and yang” of transportation. The goal is to increase the overall capability of the transit system while not compromising efficiency and ease of access.
ppt download
slideshare presentations
stroke ppt slideshare
download slideshare ppt online
slideshare powerpoint
iot ppt slideshare
Mass transit system refers to public shared transportation, such as trains, buses, ferries etc that can commute a larger number of passengers from origin to destination on a no-reserved basis and in lesser time. It can also be termed as Public Transport.
Often changes in the direction are necessitated in highway alignment due to various reasons such as topographic considerations, obligatory points.
The geometric design elements pertaining to horizontal alignment of highway should consider safe and comfortable movement of vehicles at the given design speed of the highway.
It is therefore necessary to avoid sudden changes in direction with sharp curves or reverse curves which could not be safely and conveniently negotiated by the vehicles at design speed.
Improper design of horizontal alignment of roads would necessitate speed changes resulting m higher accident rate and increase in vehicle operation cost.
Pedestrian level of service for crosswalks at urban intersectionsTHOTA AKHIL
Pedestrians form the largest road user group.
As walking is the primary means of human locomotion, they are the most unguarded road users at intersections.
Pedestrians are allowed to pass only on the crosswalks, walkways which are provided for them.
In urban centers, pedestrian flows can be significant, they must be accommodated in planning & design of traffic facilities and controls.
Most of the potential pedestrian conflicts exist at the intersections.
Detailed description of Capacity and Level of service of Multi lane highways based on Highway Capacity Manual (HCM2010) along with one example for finding LOS of a highway
Traffic Characteristics: (i) Road user’s characteristics - general human characteristics, physical, mental and emotional factors, factors affecting reaction time, PIEV theory. (ii) Vehicular characteristics :( static and dynamic), Characteristics affecting road design-width, height, length and other dimensions. Weight, power, speed and braking capacity of a vehicle
functions of transportation network-cocncept of accessibility an mobilitygayathrysatheesan1
Mobility and accessibility are considered the “ying and yang” of transportation. The goal is to increase the overall capability of the transit system while not compromising efficiency and ease of access.
ppt download
slideshare presentations
stroke ppt slideshare
download slideshare ppt online
slideshare powerpoint
iot ppt slideshare
Mass transit system refers to public shared transportation, such as trains, buses, ferries etc that can commute a larger number of passengers from origin to destination on a no-reserved basis and in lesser time. It can also be termed as Public Transport.
Often changes in the direction are necessitated in highway alignment due to various reasons such as topographic considerations, obligatory points.
The geometric design elements pertaining to horizontal alignment of highway should consider safe and comfortable movement of vehicles at the given design speed of the highway.
It is therefore necessary to avoid sudden changes in direction with sharp curves or reverse curves which could not be safely and conveniently negotiated by the vehicles at design speed.
Improper design of horizontal alignment of roads would necessitate speed changes resulting m higher accident rate and increase in vehicle operation cost.
Presentation given by Minister Zucula, about Transport issues and opportunities in Mozambique. Presented to a small event organised by Africa Matters Limited (www.africamatters.com) on 7 June 2012.
Planning of intermediate transport system for bengaluru metropolitan city to ...eSAT Publishing House
IJRET : International Journal of Research in Engineering and Technology is an international peer reviewed, online journal published by eSAT Publishing House for the enhancement of research in various disciplines of Engineering and Technology. The aim and scope of the journal is to provide an academic medium and an important reference for the advancement and dissemination of research results that support high-level learning, teaching and research in the fields of Engineering and Technology. We bring together Scientists, Academician, Field Engineers, Scholars and Students of related fields of Engineering and Technology.
The Cause, Effect and Possible Solution to Traffic Congestion on Nigeria Road...inventionjournals
Due to increase in population and the attraction of human activities into urban region which in
turn leads to the growth of vehicle ownership and use, there is demand for road space which has led to increase
in the number of public transport operation. Consequently, the demand for road space is greater than the
supply because the rate of provision of transport facilities is less than the rate of growth of vehicle ownership
and use which result into traffic congestion. Traffic congestion is the impedance of vehicles imposed on each
other due to speed-flow relationship in conditions where the use of transport system approaches capacity.
Traffic congestion in Nigeria, taking Basorun-Akobo Road in Ibadan Oyo State as a case study has been
analysed using experimental and theoretical approaches. These involve traffic counting and delay survey. In
order to carry out effective research work on the case study road, the method adopted were traffic counting and
traffic delay survey. The effect of traffic congestion on the study area are Waste of time, Delay movement,
Accident, Inability to forecast travel time, Fuel consumption, Road rage and environmental pollution. Possible
solutions to traffic congestion on the case study area is to: Dualize the Road, Provide Adequate Parking Space,
Construct proper Drainage and Install Traffic Control Devices.
TRAFFIC VOLUME STUDY AT SECTOR 18 NOIDA SECTION AND FUTURE FORECASTING USING ...Sukrati Pandit
OBJECTIVES:
The present study is undertaken with the following objectives:
1 To measure traffic volumes and note other related traffic characteristics (e.g. flow composition, flow fluctuations etc).
2 To determine hourly volume in terms passenger car equivalents (PCE) To determine Vehicle composition in traffic stream
3 To compare the results with standard design service volumes and identify remedies.
4 Counting is the most fundamental measurement in traffic engineering: vehicles, passenger etc.
5 Counting technique to produce estimates of volume, rate flow and capacity.
6 The purpose of carrying out traffic volume count is to improve traffic system.
Abstract
Most of the urban metropolitan cities are facing traffic problems due delay and overcrowding. Recently the growth of population
increased unusually because of the development and employment in metropolitan cities. Generally, road transportation is the
major approach of convey which connects the villages, towns, cities, metropolitan regions, states and whole country in to the
system establishing an innovative communiqué. It improves the entire nation development, environment surroundings and socio
economic customs developments. Additionally the special advantages of the highway transport individual have been facing
unusual troubles owing to the need of its suitable organization, refurbish & preservation. With the unusual predicament of road
transport, traffic delay and overcrowding are the rising troubles in the urban region. Various authentic problems and solutions of
traffic delay and overcrowding have been discussed in this paper.
Keywords: Cities, Approach, Highway, Population, Nation
The second Discussion Paper in the Paradise Project series, Moving About Paradise compares area coverage and travel times under the Quickway Proposal, the innovative community-based transit plan, and under the SANDAG 2050 transit plan. The Quickway Proposal extends rapid transit access to many more people, connects to many more jobs and other destinations, and saves considerable travel time, in addition to better supporting regional growth and climate change goals.
Identification of Factors to Improve Public Transit Services (A Case Study of...Dr. Amarjeet Singh
This research presents studies on a segment of highway to determine the quantitative factors that inuence transit services. Travel time and delay study is one of the method to determine quantitative factors. Tour time is described as the average period of time required to journey from one region to some other. Total departure time consists of gadgets which include total working time, places and general delay time. The examine section was done in Prithvi chowk to Tal chowk of Prithvi Highway which is turned to be 12.5 km long.
Additionally, it has been found that the principle variables affecting travel time are: postpone time because of forestall selecting and choosing up passengers, bus model and bus size.32 trips public transport carrier and a 10 trips non-public automobile journey have been held during peak hours. Models are developed the use of SPSS software to become aware of the relationship between the causes of delays and the overall-time delays. Travel time and learning delays can help reduce the number of private vehicles operating and increase the number of public vehicles in order to reduce congestion and improve the e efficiency of the public transport system. It turned into determined that there was a full-size distinction in tour time among the use of the public transit services and the car.
The Study of Bus Rapid Transit (BRT) System at University Road Peshawar, Paki...IOSR Journals
The paper is part of an ongoing research project on traffic management strategies for Peshawar
Pakistan. A survey of all the existing public transport stops on University Road Peshawar conducted for
identification of bus lane. Peak hour demand was calculated in terms of actual Passengers per hour per
direction (Pphpd)along the entire corridor which acts a warrant test for the provision of a separate lane for
public transport vehicles in Bus Rapid Transit (BRT) System. Saturation Levelsand Dwell Times (sec)at every
stop both for busses and for wagons usingfrequency, clearance time, amount of boarding and alighting
passengers and journey time of existing public transport system were analyzed.From data analysis,
theSaturation Levels and Dwell Times at every stop were found higher than the recommended values mainly
because of the obstruction due to private vehicles in front of public transport vehicles,a comparatively high
percentage of private vehicles with respect to public transport vehicles and the prolong stay of drivers atbus
stops. The Saturation Levels and Dwell Times (sec) for the proposed BRT system was re-analyzed. Finally,
result of the proposed BRT system was incorporated in S-Paramics software to develop a public transport
model.
design of saperate lane for ambulance at high intensity traffic zone ElbichAkhtarkhan
data analysis, traffic volume studies, parking studies, separate lane for ambulance, data collection, geometric design, lane design using auto cad, traffic safety and public coordination, advantages and disadvantages
The International Journal of Engineering and Science (The IJES)theijes
The International Journal of Engineering & Science is aimed at providing a platform for researchers, engineers, scientists, or educators to publish their original research results, to exchange new ideas, to disseminate information in innovative designs, engineering experiences and technological skills. It is also the Journal's objective to promote engineering and technology education. All papers submitted to the Journal will be blind peer-reviewed. Only original articles will be published.
Similar to Transportation data-analysis-and-interpretation-1 (20)
The International Journal of Engineering and Science (The IJES)
Transportation data-analysis-and-interpretation-1
1. TRANSPORTATION DATA ANALYSIS AND INTERPRETATION
TRMA 3063
PROJECT NO.1 – BASIC ROAD TRAFFIC ANALYSIS
Legaspi, Russel
Mercado, Carmina Joy
Cunanan, Miream
Paguia, Donita
Poquez, Frances Ivy
Llamera, Catherine Joyce
Submitted to:
Sir Nabor C. Gaviola
Date:
March 6, 2015
2. TABLE OF CONTENTS
Main Report:
Introduction
Objectives of the Analysis
Description of the Methodology
Survey results:
Tally
Processed data
Analysis of Results
Conclusion
3. INTRODUCTION
Many of us don’t know how traffic starts. We always think that traffic starts because of
accidents, sort of an mmda who controls the traffic area, and don’t know how to do it
properly. We cannot think of the reason why traffic happens if we don’t do something to
know it. The purpose of this research is to show how the volume of vehicles affects the
traffic congestion nowadays. Yes you heard it right! Volume of vehicles affects the
traffic every day, every hour, and every minute. In this research, we will show you the
traffic count, volume and number of vehicles. We would also show you in this research
the major modes of transportation, which vehicles occupy a lot in terms of road
occupancy, and many other things. The purpose of this project is to show the number of
vehicles that causes traffic every day, and to provide some solution on how we can
avoid the traffic congestion.
ANALYSIS AREA
The area is located in pureza. Across the Jollibee and chowking. Near the area is a stop
light. We are infront of the AMA Computer Institute. The road section is in the left side if
you are facing the road going to cubao. Right side if you are facing the road going to
divisoria.
CEBUANA LHUILIER PUREZA STATION *AMA INSTITUTE*
GOING TO DIVISORIA. STOP LIGHT
LRT LRT
GOING TO CUBAO
JOLLIBEE, PUREZA STATION
4. OBJECTIVES OF THE ANALYSIS
The objectives of this analysis are to help people know how traffic happens, how
everything affects the road congestion, how the number of road users affects
each other and:
To know the major modes of transportation along the road area in terms of
vehicular volume
To know what vehicles occupy the road most of the time
To know the passenger volume, the ratio of public transport riders to private
vehicle users
To know the volume capacity ratio of the road section
To know the degree of traffic congestion on the road section
To know the traffic condition of a road section regardless of the PUB and PUJ.
METHODOLOGY
What surveys were undertaken? Describe briefly how and when were the
surveys undertaken.
The surveys we undertake is about the Road Traffic Volume data. It is the process of
counting of vehicles and passengers/pax in one particular place. Traffic volume data are
to be obtained by primary data collection, conducting actual traffic counts.
The location of our survey is at the Pureza Station near AMA. It was made on
February 14, 2015 at 9 am until 11 am. Each group has 6 (six) members, we divided the
types of vehicle. Each member is assigned to one or two vehicles and the pax load on
board in each vehicle.
Describe the data processing made.
We use tally procedure in counting vehicles and passenger load. It is the total
number of the vehicles and pax. It is the simplest way of procedure to calculate the
total number of vehicles and passenger/pax load.
In using this kind of process you need to enumerate the number of vehicles and
pax load and calculate the total number of it.
Explain the procedure in doing the traffic analysis.
5. We’ve divided into several groups. Each group is assigned a road section to be
analyzed. The group members shall conduct the classified traffic volume count,
passenger load count and road inventory.
The survey duration is 2 (two) hours. The traffic volume count shall cover 100%
of the traffic volume passing the assigned road section.
The suggested vehicle classification are private cars/jeep/van, AUV/FX, sedan
taxi, public utility jeepney, mini-bus, public utility bus, truck/trailer, motorcycle,
tricycle and pedicab. The pax load count is conducted at the roadside by cehicle
type. Sampling rate should be at least 20% for Public Utility Jeep, Public Car, FX,
Taxi, and at least 50% for Public Utility Bus, Truck, and Motorcycle.
6. ANALYSIS OF SURVEY
a.)What are the major modes of transport along the section in terms of
vehicular volume?
The usual modes of transport that covers the section are the motors, jeepneys,
and Taxi’s.
b.) In terms of road occupancy, what are the dominant modes of
transport?
Jeepneys are the most dominant mode of transport in the area.
c. In terms of passenger volume, what is the ratio of public transport
riders to private vehicle users?
The ratio of public transport users to private vehicle users is 2,563:6,943 or
approximately 1:3. This result can show that compared to the riders of our public
transport, private vehicle riders have a greater number.
d. What is the Vehicle Capacity Ratio (VCR) of the road section? In
your observation, what is the degree of traffic congestion of the
section?
The VCR of the road section is 884 vehicles per hour. There are a total of 7,072
vehicles that uses the road on the 2 hour of our observation. The road section has 4
lanes. To get the VCR we divide the total number of vehicle to the number of lanes and
number of hours [v / (L x h)].
Based on our observation there is appropriate or considerable traffic congestion.
Although there’s congestion the vehicles are still moving. So I think the degree of traffic
congestion is at moderate level.
e. If 60% of the PUJ volume were converted to PUB what would be
the impact on the traffic condition of the section? Support your answer
with data.
If 60% of the PUJ will be converted to PUB, the traffic congestion will be
lesser. Based on the data we have PUB operating on our road section has a
7. lesser volume compare to PUJ, but it is clearer that PUB can transport a bigger
number of passenger. The bus has a total of 47; while the jeepney’s total are
605. It has a great difference, but the pax load has a small difference, the pax
load of PUB is 804 while the PUJ’s pax load is 1,097. Through this data, we can
definitely say that converting the PUJ to PUB can really help in lessening our
road congestion.
PUB can transport a greater number of passenger, thus it has a lower
number of vehicle operating. If we convert jeepney to bus, it can now
accommodate more passengers, meaning we can also reduce its number
because one can already occupy many passengers. 1,097 pax are transported
by 605 jeepneys, but by busses it will only take an approximately 64 more or less
number of PUB. If the vehicles are reduced, then the vehicle using the road will
be lesser, then traffic congestion can be lessen or avoided.
CONCLUSION
The exercise shows that the volume of vehicles has a high impact on traffic
congestion. The high demand of users to public vehicles contributes a lot to the
road occupancy at Pureza road. Every hour there is a huge number of jeepneys
on the road section of Pureza. In that case there is a big tendency of traffic
congestion on the next road section after Pureza area. The vehicles that occupy
a lot space in the road section are the taxis, motorcycles and the jeepneys. So as
we end this survey, we conclude that the vehicles, who occupy a lot in the road
section, are the vehicles that contribute a lot on the traffic in the area.