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International Research Journal of Engineering and Technology (IRJET) e-ISSN: 2395-0056
Volume: 04 Issue: 07 | July -2017 www.irjet.net p-ISSN: 2395-0072
© 2017, IRJET | Impact Factor value: 5.181 | ISO 9001:2008 Certified Journal | Page 564
An Energy Saving Pavement Management (ESPM) for Urban Roads in
Madhya Pradesh
Mahendra Kumar Ahirwar1, Gajendra Kumar Ahirwar2
1,2Research Scholar, School of Information Technology, RGPV Bhopal, MP, India
---------------------------------------------------------------------***---------------------------------------------------------------------
Abstract - Highway Road agencies use the Pavement
management systems (PMS) for setting up the best probable
network level maintenance and renewal work programs for
the road network. PMS also help in establishing the funding
levels required to meet agency desiredpavementperformance
or level of service goals. Pavement management systems
embrace the classification of mostadvantageous maintenance
strategies at different administration levels. It aims to
determine the most efficient maintenanceprogramthatyields
maximum benefit for the public funds expended. However, the
PMS generated maintenance programs can vary significantly
based on underlying variables, decision trees, models and
overall rationale exercised by pavement management
engineers. The objectives of this paper to implement Energy
Saving Pavement Management system (ESPM) in small to
medium sized cities of Madhya Pradeshandtogain knowledge
of pavement management practice at the regional level all
over Madhya Pradesh and aimed to establish what type of
energy savings could be achieved by using ‘low energy’
materials.
Key Words: Eenergy Savings, Pavement , Road Agencies,
Decision Making, Construction
1.INTRODUCTION
However, as a very large categorization,our roadsstill suffer
from a litany of ills. They are capacity embarrassed, slow,
insecure, environmentally unfriendly,non-maintainable and
patchily administered. For now, efforts to get better the
situation are in a weak position by belated clearances,
various overlapping authorities and jurisdictions, normally
varying rules of commitment with the private sector,
immovable land laws, and expertise shortages. In excess of
the subsequently 20 years, India’s roads must deal with
these issues to contain an economy that will both be
significantly better, and structurally diverse in financially
viable, societal and demographic terms.
Conservation of accessible roads and lane system has turn
into a most important activity for all levelsofadministration.
There is a deficiency of resourcestoupholdthestreetsystem
at the state level. Worsening metropolitan roads and
reduced financial support are also a most important crisis
for the local governments. Resources that have been elected
for pavements must consequently be used as efficiently as
possible. One verified technique to attain highest worth of
available funds is during the utilize of a PMS. Important
effort is now underneath manner at state and local
government levels for rising and implementing PMS. In
response to the engage, expansion of low price,
microcomputer based, and effortlessly maintained and
operated PMS at the metropolitan level was necessary. The
University of Texas developed a pavement management
which is Urban Roadway Management system (URMS).
Implementation of such a system can save capital for
together the organization and the consumer and get better
not only the effectiveness but also the usefulness of decision
making concerned in managing pavements.
1.1 Pavement Management System
Pavement management involves the classification of most
favorable strategies at different supervision levels as well as
the execution of these strategies. It is the procedure of
scheduling, budgeting, financial support, scheming,
constructing, Invigilating, estimating, and preserving the
pavement system to make available most benefits for
obtainable funds. A Pavement Management System is asetof
tools or techniques that help out decision makers in finding
best possible policies for providing and preserving
pavements in a practical condition in excess of a given time
period. Without a sufficient schedule pavement continuation
plan, roads need more recurrent renovation, in that way
costing the state and local administration millions of
additional money. The role of a PMS is to get better the
efficiency of judgment making, give feedback on the
consequences of decisions, ease the synchronization of
actions within the organization, and make certain stabilityof
decisions made at diverse supervision levels within the
similar organization.Thewholedecisionmakingprocedureis
based on informationfromPMSattachedwithmanufacturing
skill, financial plan constraints, setting up parameters,
management privilege, public effort, supporting
considerations, and scheduling and programming factors
[7,8,9].
PMScan afforda number ofbenefitsatboththe
network and the scheme levels.
Organization wide programs of new creation, protection or
analysis having the least total cost, or maximum benefits,
over the chosen investigation period, are developed at the
network level.
International Research Journal of Engineering and Technology (IRJET) e-ISSN: 2395-0056
Volume: 04 Issue: 07 | July -2017 www.irjet.net p-ISSN: 2395-0072
© 2017, IRJET | Impact Factor value: 5.181 | ISO 9001:2008 Certified Journal | Page 565
At the scheme level, complete consideration is specified to
substituteplan, building,andpreservationoranalysisactions
for a particular part or project inside the overall curriculum
which will offer the preferred benefits or service levelsatthe
slightest total cost over the analysis phase [10].
1.2 Utilize of Pavement Management System
Sample paragraph, The entire document should be in
cambria font. Type 3 fonts must not be used. Other font
types may be used if needed for special purposes. The entire
document should be in cambria font. Type 3 fonts must not
be used. Other font types may be used if needed for special
purposes.
The following objects briefly explain the major areas
where a PMS is useful and the benefits attain from each:
(a) Street Catalog
The main instant utilize of the PMS is in having a absolute
and readily available record of country’s road system
together with up-to-date situation. This information is
commonly extremely precious for day-to-dayuseintracking
upholding work and fororientationinpreparinginformation
or studies.
(b) Developing Maintenance financial plan
Rather than setting up the distinctive 1-yearmaintenance
funds, a PMS allocates a country to get ready a sequence of
finances. These finances can be in the type of a multi-year
plan, classifying not only short-term requirements, but
delineation needs over the way of several years. Further,
alternatives can be organized and accessible to the funds
decision makers.
(c) Prioritization
A Pavement Management System permits for the
prioritization of upholding projects based on expenditure
and situation ratings and additional aspects suchastraffic.It
further can be used for choosing and ranking of projects for
the forthcoming budget year, as well as for long term
economic planning.
1.3 Pavement Management System (PMS)
Software Components
The different mechanism of a PMS are-
(a) Road Catalog
This factor identifies the physical uniqueness for every
road; stored in road catalog files in the PMS record. Each
road is separated into controllable sections called “road
segments”.
(b) Condition inspection
This is a way of windshield investigation of all
section of road.
(c) Decision formation Data
In addition to record and circumstance data, decision
making information is necessary and contains patch up
strategies, renovate alternatives, renovate expenses and
decision trees.
(d) Data Analysis
The Pavement Management System software includes
investigation tools that recognize possible repair
alternatives for each section compute the associated
predictable renovate costs; choose the most cost-effective
result for each road section and priorities probable projects
for budgeting.
(e) Reports
This module has variety of layouts including pie charts,
bar charts and tables.
2. REVIEW OF PREVIOUS STUDIES
2.1 PMGSY( PradhanMantri Gramin Sadak Yojna)
At the season of dispatch of the PMGSY in 2000, there were
around 347,000 homes without an all-climate street
association. The goal of the PMGSY is to give all residences a
populace of more than 500 with all-climate rustic street
network. On account of slopes, deserts and tribal regions,the
edge is casual and covers all groups with a populace of 250
tenants. As of August 2014, the estimationofworksendorsed
is Rs. 1835 billion covering both new development and
redesigning, profiting a sum of 145,000 homes through
overhauling 198,000 km of existing streets and building
360,000 km giving new availability [1, 2]. The PMGSY
program began developmentexercisesaroundthirteenyears
back. There are more than 100,000 km that have completed
the 5-year support contracts and the principal streets are
presently due for occasional upkeep. In the years to come,
greater quality provincial streets should be received into a
very much oversaw upkeep framework keeping in mind the
end goal to ensure Past country street works Rural streets
have been worked under different rustic advancement
programs [3]. Genuine endeavors through these projects
likewise couldn't give all-climate availability to the greater
part of the towns in the nation. Then again, numerousstreets
which have been fabricatedcouldn't be maintained.Cautious
examination of these has uncovered that most endeavors
have not been successful because of the way that in those
projects, the streets were not comprehended to be building
structures. Thesenon-builtstructureswithoutreinforcement
frameworks and offices to support them with building
contributions for repair and upkeep have vanished in the
International Research Journal of Engineering and Technology (IRJET) e-ISSN: 2395-0056
Volume: 04 Issue: 07 | July -2017 www.irjet.net p-ISSN: 2395-0072
© 2017, IRJET | Impact Factor value: 5.181 | ISO 9001:2008 Certified Journal | Page 566
blink of an eye. A significant number of the specialized parts
of street building were never given due significance in
provincial streets; e.g. satisfactorycompactionofsub-review,
waste, required cross seepage and a large group of others.
There must not be any restraints aboutthespecializedpoints
of interest that are required to be comprehended for
provincial streets; these are required to be embraced
fundamentally. Be thatas it may, none of these are difficultto
embrace for nearby organizations and specialists by any
methods. Besides there are a lot of proper advancements for
country street development and upkeep utilizing locally
accessible materialsand alsonearbyruralexecutes.Fromthe
Rural Roads Manual, Indian Roads Congress 2012 Managing
Maintenance of Rural Roads in India 24 these speculations
and in this way support the advantages of this new era of
provincial streets [4, 11].
2.2 PMS in South Africa
In South Africa (SA), numerous streets were built over fifty
years prior and have been subjected to unexpected
increments in the weights and the quantities of the vehicles
utilizing them (National Department of Transport 1998).
These increments have happened amid a period when
governments at all levels have confronted, and are
confronting, raising requests on their budgetary assets
(McQueen 2001). It is not astounding that the accentuation
today is to arrange and spending plan for their support and
recovery [6]. This can be accomplished by utilizing current
administration and designing systems (McQueen 2001).
The requirement for having a PMS in South Africa
(SA) was distinguished by the South African Roads Board
(SARB) through the South African Roads Agency Limited
(SANRAL) (National Department of Transport 1996).
SANRAL,as ordered by SARB, built upa PMS arrange and the
point of the arrangement was to furnish PMS Managers with
the rules in regards to the necessities of the PMS. Guided by
the PMS arrange, distinctive street support experts (nearby,
metropolitan and common) took a command of creating and
dealing with their PMS.
2.3. PMS in Australia,as in different nations over the world,
is overseen at the area and state level, as it were. It was
produced as an in-house programming to fill in as a choice
bolster apparatus for the street resource support approach
and system at the state and area levels.Differentstatesutilize
industriallyaccessibleprogrammingforthisreason.Allstates
utilize asphalt information gathering frameworks.
Informationassembledincorporates,yetisnotconstrainedto
unpleasantness, rutting, quality, surface, breaking, slide
resistance and seal coat age (Anderson et al. 1994).
2.4. PMS in China:
In China there are 1,900,000 km roads had been constructed
by 2005, among them 47% expressways road. By 2010 there
are 15,000 expressways would have been raised (Liu, 2006).
The 85,000 expressways would be completed with national
highway network by 2020. So clearly, A Pavement
management arrangementneededbyChinatoaddressfuture
and past pavements [5]. China has been developed a
pavement management system in 1984 but it has less focus
and acceptance because the China’s most transportation
departments are focused on construction rather than road
maintenance (Liu 2006).
3. OVERALL OBJECTIVES
The main aim of the study was to develop a pavement
management system for Madhya Pradesh road network
maintenance to provide as a decision sustain tool to assist to
get better the effectiveness of making assessment, provide
feedback as to the consequences of these decisions, make
sure uniformity of decisions made at diverse levels and get
better the efficiency of all decisions in terms of effectiveness
of results.
a) To recognize the most important contributingissuesinthe
worsening of the road,
b) Make proposal based on these factors to build up best
execution appliance,
4. PROPOSED METHODOLOGY
Do not include headers, footers or page numbers other than
as already found in this manuscript. Please note that the
headers, footers or page numbers are different for the first
page, and the rest of the even and odd pages. Actual page
numbers and other running heads will be modified when the
publications are assembled.
In order to attain the overall goal of developing a pavement
management system for road network preservation to
provide as a decision support tool to assist to pick up the
competence of making decisions; the subsequent procedure
was followed.
4.1. Literature assessment
Literaturesurveywasperformedtoobtaindataregardingthe
Pavement Management system. Documents and report
available on and related to pavement management system
were reviewed. Such documents and reports were obtained
from different resource including libraries, the network,
books, magazines and manuscript. The data gain integrated
the past and presentation of existing PMS that are being
supervised by various road preservation authorities in the
nation and all over the world.The featuresandinadequacyof
such PMS were also investigated.
4.2 Information gathering
In this study, three techniques were used to gather statistics.
The techniques used were,
(a) Visual Condition Assessments (VCA),
(b) Non-destructive testing
(c) Semi-destructive testing.
On the other hand, ahead of these techniques were engaged
to gather data, the valuation of the surroundings of the
learning region was undertaken to establish the promising
effects the location might have on the road.
International Research Journal of Engineering and Technology (IRJET) e-ISSN: 2395-0056
Volume: 04 Issue: 07 | July -2017 www.irjet.net p-ISSN: 2395-0072
© 2017, IRJET | Impact Factor value: 5.181 | ISO 9001:2008 Certified Journal | Page 567
4.3 Data Analysis
Data was analyzed through five steps namely –
1. Data managing,
2. Roadway situation investigation,
3. Action commendation,
4. Prioritization
5. Plan achievement
Fig- 1: decision support tool for ESPM
5. ENERGY ESTIMATE OF ROAD SUPPLIES
The work for this element of the project involved giving an
energy value to the various work items carried out in road
maintenance. These work items are the actions necessary to
produce, i.e. manufacture, the road pavement materials and
also to place them on the road. Energy values have been
applied to both currently used road pavement materials and
new “low energy” road pavement materials. This allows for
accurate comparison between the energy used in
manufacture and placement of existing road material and
new “low energy” road pavement materials that are used in
road maintenance. In order to calculate and represent these
energy values in the clearestmanner, a spreadsheethasbeen
produced. This spreadsheet is a result of consultation with
project partners forinputs onthematerialtypes,thematerial
mixes (both currently used and new low energy), the density
of materials, the constructionplant,thetransportofmaterial,
the placement practices etc. Site visits were made in order to
collect data. Four different carriageway types have been
examined: single carriageway, wide single carriageway, dual
carriagewayand motorway.Energy values are calculated for
each road type. The spreadsheet produced is capable of
calculating the energy values for each work item that is
required for manufacture and placement of current and new
road pavement materials. The spreadsheet was produced in
order to calculate and represent these energy values in the
clearest manner. Each layer of the road has been assigned a
number of current material mixes and new material mixes.
Each material mix is assigned a ‘total energy to produce and
place’ value in the spreadsheet. By assessing the energy
values for each material mix, one can evaluate which mix is
most energy efficient for each layer in the carriageway.
Methodology for Energy estimate:
Fig- 2: Method for Energy Evaluation
6. EXPECTED RESULT
The pavement should be improvedtofacilitatetheroadto
purpose to the necessary level of service. It would also assist
to renovate the pavement and enhance its life span.
ImplementationofESPM-PavementManagementsystemwas
carried out at two levels.
1. Aworksheet was developedwhichestimate the
energy supplies of performingpreservationworks
on a road.
2. The user can choose the highway category:
(a) Single carriageway (b) Wide (c) Dual
carriageway or motorway.
3. A catalog of resources is provided for every
layer of the highway: (a) Base/regulating (b)
Binder (c) Surface (d) Tack coat.
4. The user can choose the resources for all layers
from a inventory whichincludes existinggenerally
used materials and also original low energy
materials.
5. The user should also input the amounts of
material, filler, bitumenand aggregates necessary
per mix per kilo miter.
LITERATURE
ASSESSMENT
DATA ANALYSIS
INFORMATION
GATHERING
DOCUMENTS
BOOKS
INTERNET
JOURNALS
 Data Managing
 Roadway
Situation
Investigation
 Action
Commendation
 Prioritization
 Plan
Achievement
 Visual Condition
Assessment
 Nondestructive
Testing
 Semi Destructive
Testing
International Research Journal of Engineering and Technology (IRJET) e-ISSN: 2395-0056
Volume: 04 Issue: 07 | July -2017 www.irjet.net p-ISSN: 2395-0072
© 2017, IRJET | Impact Factor value: 5.181 | ISO 9001:2008 Certified Journal | Page 568
A. at the Beginning level, the Metropolitan city of
Madhya Pradesh were directly assisted and the project team
worked intimately with the city on accomplishment.
B. at the second level all other cities, which showed
significant attention in achievement, were accessible
assistance via telephone
7. CONCLUSION
The major aim of the study was to build up a pavement
management system for Madhya Pradesh road network
maintenance to serve as a decision support tooltohelpoutto
improve the effectiveness of making decisions, provide
feedback as to the consequences of these decisions, make
sureuniformity of conclusions made at variouslevelsandget
better the efficiency of all decisions in terms of efficiency of
results. The specific objectives were to identify the main
contributory factors in the road deterioration, use these
factors to develop best implementation applications and
develop an effective pavement management system to be
used as a decision support tool.
REFERENCES
[1] Situation Analysis Report for World Bank funded Seven
States, PMGSY Rural RoadsProject,India,ILONewDelhi,
July 2014
[2] Financial Tracking Study on Rural Road Maintenance,
ILO New Delhi, March 2014
[3] Basic Road Statistics of India 2011-12, Ministry of Road
Transport and Highways, New Delhi, December 2013
[4] Rural Road Development Plan: Vision 2025, Ministry of
Rural Development, New Delhi, 2007
[5] Rural Road Maintenance, Sustaining the Benefits of
Improved Access, Donnges, Edmonds and Johannessen,
ILO Bangkok 2007
[6] Financing of Road Maintenance in Sub-Saharan Africa -
Reforms and progress towards second generation road
funds, Sub-Saharan Africa Transport Policy Program,
Benmaamar, World Bank, 2006
[7] PradhanMantriGramSadak Yojana (PMGSY) Operations
Manual, National Rural Roads Development Agency,
Ministry of Rural Development, New Delhi 2005
[8] Situation AnalysisofRural RoadMaintenanceinMadhya
Pradesh, Volume I: Strategy Elements and Options for
Reforms, ILO Bangkok 2005.
[9] Situation AnalysisofRural RoadMaintenanceinMadhya
Pradesh, Volume II: Policy, Institutional and Financial
Aspects, ILO Bangkok 2005
[10] Guidelines for Maintenance Management of Primary,
Secondary and Urban Roads,MinistryofRoadTransport
and Highways, Indian Road Congress, 2004.
[11] Impact Assessment of Pradhan Mantri Gram Sadak
Yojana (PMGSY) in the States of Assam, Himachal
Pradesh, Madhya Pradesh, Mizoram, Orissa, Rajasthan,
Uttar Pradesh, Tamil Nadu and West Bengal, Ministry of
Rural Development (Monitoring Division) New Delhi
BIOGRAPHIES
Mahendra Kumar Ahirwar
received Bechlor of Engineering
Degree in Computer Science From
Rajiv Gandhi Proudyogiki
Mahavidyalaya Bhopal. He is
completed the M.Tech at School of
Information technology, RGPV
Bhopal (Madhya Pradesh).
Gajendra Kumar Ahirwar
received Bachelor of Engineering
Degree in Computer Science From
UIT RGPV Bhopal. He is completed
M.Tech from School of Information
technology, RGPV Bhopal (Madhya
Pradesh).

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An Energy Saving Pavement Management (ESPM) for Urban Roads in Madhya Pradesh

  • 1. International Research Journal of Engineering and Technology (IRJET) e-ISSN: 2395-0056 Volume: 04 Issue: 07 | July -2017 www.irjet.net p-ISSN: 2395-0072 © 2017, IRJET | Impact Factor value: 5.181 | ISO 9001:2008 Certified Journal | Page 564 An Energy Saving Pavement Management (ESPM) for Urban Roads in Madhya Pradesh Mahendra Kumar Ahirwar1, Gajendra Kumar Ahirwar2 1,2Research Scholar, School of Information Technology, RGPV Bhopal, MP, India ---------------------------------------------------------------------***--------------------------------------------------------------------- Abstract - Highway Road agencies use the Pavement management systems (PMS) for setting up the best probable network level maintenance and renewal work programs for the road network. PMS also help in establishing the funding levels required to meet agency desiredpavementperformance or level of service goals. Pavement management systems embrace the classification of mostadvantageous maintenance strategies at different administration levels. It aims to determine the most efficient maintenanceprogramthatyields maximum benefit for the public funds expended. However, the PMS generated maintenance programs can vary significantly based on underlying variables, decision trees, models and overall rationale exercised by pavement management engineers. The objectives of this paper to implement Energy Saving Pavement Management system (ESPM) in small to medium sized cities of Madhya Pradeshandtogain knowledge of pavement management practice at the regional level all over Madhya Pradesh and aimed to establish what type of energy savings could be achieved by using ‘low energy’ materials. Key Words: Eenergy Savings, Pavement , Road Agencies, Decision Making, Construction 1.INTRODUCTION However, as a very large categorization,our roadsstill suffer from a litany of ills. They are capacity embarrassed, slow, insecure, environmentally unfriendly,non-maintainable and patchily administered. For now, efforts to get better the situation are in a weak position by belated clearances, various overlapping authorities and jurisdictions, normally varying rules of commitment with the private sector, immovable land laws, and expertise shortages. In excess of the subsequently 20 years, India’s roads must deal with these issues to contain an economy that will both be significantly better, and structurally diverse in financially viable, societal and demographic terms. Conservation of accessible roads and lane system has turn into a most important activity for all levelsofadministration. There is a deficiency of resourcestoupholdthestreetsystem at the state level. Worsening metropolitan roads and reduced financial support are also a most important crisis for the local governments. Resources that have been elected for pavements must consequently be used as efficiently as possible. One verified technique to attain highest worth of available funds is during the utilize of a PMS. Important effort is now underneath manner at state and local government levels for rising and implementing PMS. In response to the engage, expansion of low price, microcomputer based, and effortlessly maintained and operated PMS at the metropolitan level was necessary. The University of Texas developed a pavement management which is Urban Roadway Management system (URMS). Implementation of such a system can save capital for together the organization and the consumer and get better not only the effectiveness but also the usefulness of decision making concerned in managing pavements. 1.1 Pavement Management System Pavement management involves the classification of most favorable strategies at different supervision levels as well as the execution of these strategies. It is the procedure of scheduling, budgeting, financial support, scheming, constructing, Invigilating, estimating, and preserving the pavement system to make available most benefits for obtainable funds. A Pavement Management System is asetof tools or techniques that help out decision makers in finding best possible policies for providing and preserving pavements in a practical condition in excess of a given time period. Without a sufficient schedule pavement continuation plan, roads need more recurrent renovation, in that way costing the state and local administration millions of additional money. The role of a PMS is to get better the efficiency of judgment making, give feedback on the consequences of decisions, ease the synchronization of actions within the organization, and make certain stabilityof decisions made at diverse supervision levels within the similar organization.Thewholedecisionmakingprocedureis based on informationfromPMSattachedwithmanufacturing skill, financial plan constraints, setting up parameters, management privilege, public effort, supporting considerations, and scheduling and programming factors [7,8,9]. PMScan afforda number ofbenefitsatboththe network and the scheme levels. Organization wide programs of new creation, protection or analysis having the least total cost, or maximum benefits, over the chosen investigation period, are developed at the network level.
  • 2. International Research Journal of Engineering and Technology (IRJET) e-ISSN: 2395-0056 Volume: 04 Issue: 07 | July -2017 www.irjet.net p-ISSN: 2395-0072 © 2017, IRJET | Impact Factor value: 5.181 | ISO 9001:2008 Certified Journal | Page 565 At the scheme level, complete consideration is specified to substituteplan, building,andpreservationoranalysisactions for a particular part or project inside the overall curriculum which will offer the preferred benefits or service levelsatthe slightest total cost over the analysis phase [10]. 1.2 Utilize of Pavement Management System Sample paragraph, The entire document should be in cambria font. Type 3 fonts must not be used. Other font types may be used if needed for special purposes. The entire document should be in cambria font. Type 3 fonts must not be used. Other font types may be used if needed for special purposes. The following objects briefly explain the major areas where a PMS is useful and the benefits attain from each: (a) Street Catalog The main instant utilize of the PMS is in having a absolute and readily available record of country’s road system together with up-to-date situation. This information is commonly extremely precious for day-to-dayuseintracking upholding work and fororientationinpreparinginformation or studies. (b) Developing Maintenance financial plan Rather than setting up the distinctive 1-yearmaintenance funds, a PMS allocates a country to get ready a sequence of finances. These finances can be in the type of a multi-year plan, classifying not only short-term requirements, but delineation needs over the way of several years. Further, alternatives can be organized and accessible to the funds decision makers. (c) Prioritization A Pavement Management System permits for the prioritization of upholding projects based on expenditure and situation ratings and additional aspects suchastraffic.It further can be used for choosing and ranking of projects for the forthcoming budget year, as well as for long term economic planning. 1.3 Pavement Management System (PMS) Software Components The different mechanism of a PMS are- (a) Road Catalog This factor identifies the physical uniqueness for every road; stored in road catalog files in the PMS record. Each road is separated into controllable sections called “road segments”. (b) Condition inspection This is a way of windshield investigation of all section of road. (c) Decision formation Data In addition to record and circumstance data, decision making information is necessary and contains patch up strategies, renovate alternatives, renovate expenses and decision trees. (d) Data Analysis The Pavement Management System software includes investigation tools that recognize possible repair alternatives for each section compute the associated predictable renovate costs; choose the most cost-effective result for each road section and priorities probable projects for budgeting. (e) Reports This module has variety of layouts including pie charts, bar charts and tables. 2. REVIEW OF PREVIOUS STUDIES 2.1 PMGSY( PradhanMantri Gramin Sadak Yojna) At the season of dispatch of the PMGSY in 2000, there were around 347,000 homes without an all-climate street association. The goal of the PMGSY is to give all residences a populace of more than 500 with all-climate rustic street network. On account of slopes, deserts and tribal regions,the edge is casual and covers all groups with a populace of 250 tenants. As of August 2014, the estimationofworksendorsed is Rs. 1835 billion covering both new development and redesigning, profiting a sum of 145,000 homes through overhauling 198,000 km of existing streets and building 360,000 km giving new availability [1, 2]. The PMGSY program began developmentexercisesaroundthirteenyears back. There are more than 100,000 km that have completed the 5-year support contracts and the principal streets are presently due for occasional upkeep. In the years to come, greater quality provincial streets should be received into a very much oversaw upkeep framework keeping in mind the end goal to ensure Past country street works Rural streets have been worked under different rustic advancement programs [3]. Genuine endeavors through these projects likewise couldn't give all-climate availability to the greater part of the towns in the nation. Then again, numerousstreets which have been fabricatedcouldn't be maintained.Cautious examination of these has uncovered that most endeavors have not been successful because of the way that in those projects, the streets were not comprehended to be building structures. Thesenon-builtstructureswithoutreinforcement frameworks and offices to support them with building contributions for repair and upkeep have vanished in the
  • 3. International Research Journal of Engineering and Technology (IRJET) e-ISSN: 2395-0056 Volume: 04 Issue: 07 | July -2017 www.irjet.net p-ISSN: 2395-0072 © 2017, IRJET | Impact Factor value: 5.181 | ISO 9001:2008 Certified Journal | Page 566 blink of an eye. A significant number of the specialized parts of street building were never given due significance in provincial streets; e.g. satisfactorycompactionofsub-review, waste, required cross seepage and a large group of others. There must not be any restraints aboutthespecializedpoints of interest that are required to be comprehended for provincial streets; these are required to be embraced fundamentally. Be thatas it may, none of these are difficultto embrace for nearby organizations and specialists by any methods. Besides there are a lot of proper advancements for country street development and upkeep utilizing locally accessible materialsand alsonearbyruralexecutes.Fromthe Rural Roads Manual, Indian Roads Congress 2012 Managing Maintenance of Rural Roads in India 24 these speculations and in this way support the advantages of this new era of provincial streets [4, 11]. 2.2 PMS in South Africa In South Africa (SA), numerous streets were built over fifty years prior and have been subjected to unexpected increments in the weights and the quantities of the vehicles utilizing them (National Department of Transport 1998). These increments have happened amid a period when governments at all levels have confronted, and are confronting, raising requests on their budgetary assets (McQueen 2001). It is not astounding that the accentuation today is to arrange and spending plan for their support and recovery [6]. This can be accomplished by utilizing current administration and designing systems (McQueen 2001). The requirement for having a PMS in South Africa (SA) was distinguished by the South African Roads Board (SARB) through the South African Roads Agency Limited (SANRAL) (National Department of Transport 1996). SANRAL,as ordered by SARB, built upa PMS arrange and the point of the arrangement was to furnish PMS Managers with the rules in regards to the necessities of the PMS. Guided by the PMS arrange, distinctive street support experts (nearby, metropolitan and common) took a command of creating and dealing with their PMS. 2.3. PMS in Australia,as in different nations over the world, is overseen at the area and state level, as it were. It was produced as an in-house programming to fill in as a choice bolster apparatus for the street resource support approach and system at the state and area levels.Differentstatesutilize industriallyaccessibleprogrammingforthisreason.Allstates utilize asphalt information gathering frameworks. Informationassembledincorporates,yetisnotconstrainedto unpleasantness, rutting, quality, surface, breaking, slide resistance and seal coat age (Anderson et al. 1994). 2.4. PMS in China: In China there are 1,900,000 km roads had been constructed by 2005, among them 47% expressways road. By 2010 there are 15,000 expressways would have been raised (Liu, 2006). The 85,000 expressways would be completed with national highway network by 2020. So clearly, A Pavement management arrangementneededbyChinatoaddressfuture and past pavements [5]. China has been developed a pavement management system in 1984 but it has less focus and acceptance because the China’s most transportation departments are focused on construction rather than road maintenance (Liu 2006). 3. OVERALL OBJECTIVES The main aim of the study was to develop a pavement management system for Madhya Pradesh road network maintenance to provide as a decision sustain tool to assist to get better the effectiveness of making assessment, provide feedback as to the consequences of these decisions, make sure uniformity of decisions made at diverse levels and get better the efficiency of all decisions in terms of effectiveness of results. a) To recognize the most important contributingissuesinthe worsening of the road, b) Make proposal based on these factors to build up best execution appliance, 4. PROPOSED METHODOLOGY Do not include headers, footers or page numbers other than as already found in this manuscript. Please note that the headers, footers or page numbers are different for the first page, and the rest of the even and odd pages. Actual page numbers and other running heads will be modified when the publications are assembled. In order to attain the overall goal of developing a pavement management system for road network preservation to provide as a decision support tool to assist to pick up the competence of making decisions; the subsequent procedure was followed. 4.1. Literature assessment Literaturesurveywasperformedtoobtaindataregardingthe Pavement Management system. Documents and report available on and related to pavement management system were reviewed. Such documents and reports were obtained from different resource including libraries, the network, books, magazines and manuscript. The data gain integrated the past and presentation of existing PMS that are being supervised by various road preservation authorities in the nation and all over the world.The featuresandinadequacyof such PMS were also investigated. 4.2 Information gathering In this study, three techniques were used to gather statistics. The techniques used were, (a) Visual Condition Assessments (VCA), (b) Non-destructive testing (c) Semi-destructive testing. On the other hand, ahead of these techniques were engaged to gather data, the valuation of the surroundings of the learning region was undertaken to establish the promising effects the location might have on the road.
  • 4. International Research Journal of Engineering and Technology (IRJET) e-ISSN: 2395-0056 Volume: 04 Issue: 07 | July -2017 www.irjet.net p-ISSN: 2395-0072 © 2017, IRJET | Impact Factor value: 5.181 | ISO 9001:2008 Certified Journal | Page 567 4.3 Data Analysis Data was analyzed through five steps namely – 1. Data managing, 2. Roadway situation investigation, 3. Action commendation, 4. Prioritization 5. Plan achievement Fig- 1: decision support tool for ESPM 5. ENERGY ESTIMATE OF ROAD SUPPLIES The work for this element of the project involved giving an energy value to the various work items carried out in road maintenance. These work items are the actions necessary to produce, i.e. manufacture, the road pavement materials and also to place them on the road. Energy values have been applied to both currently used road pavement materials and new “low energy” road pavement materials. This allows for accurate comparison between the energy used in manufacture and placement of existing road material and new “low energy” road pavement materials that are used in road maintenance. In order to calculate and represent these energy values in the clearestmanner, a spreadsheethasbeen produced. This spreadsheet is a result of consultation with project partners forinputs onthematerialtypes,thematerial mixes (both currently used and new low energy), the density of materials, the constructionplant,thetransportofmaterial, the placement practices etc. Site visits were made in order to collect data. Four different carriageway types have been examined: single carriageway, wide single carriageway, dual carriagewayand motorway.Energy values are calculated for each road type. The spreadsheet produced is capable of calculating the energy values for each work item that is required for manufacture and placement of current and new road pavement materials. The spreadsheet was produced in order to calculate and represent these energy values in the clearest manner. Each layer of the road has been assigned a number of current material mixes and new material mixes. Each material mix is assigned a ‘total energy to produce and place’ value in the spreadsheet. By assessing the energy values for each material mix, one can evaluate which mix is most energy efficient for each layer in the carriageway. Methodology for Energy estimate: Fig- 2: Method for Energy Evaluation 6. EXPECTED RESULT The pavement should be improvedtofacilitatetheroadto purpose to the necessary level of service. It would also assist to renovate the pavement and enhance its life span. ImplementationofESPM-PavementManagementsystemwas carried out at two levels. 1. Aworksheet was developedwhichestimate the energy supplies of performingpreservationworks on a road. 2. The user can choose the highway category: (a) Single carriageway (b) Wide (c) Dual carriageway or motorway. 3. A catalog of resources is provided for every layer of the highway: (a) Base/regulating (b) Binder (c) Surface (d) Tack coat. 4. The user can choose the resources for all layers from a inventory whichincludes existinggenerally used materials and also original low energy materials. 5. The user should also input the amounts of material, filler, bitumenand aggregates necessary per mix per kilo miter. LITERATURE ASSESSMENT DATA ANALYSIS INFORMATION GATHERING DOCUMENTS BOOKS INTERNET JOURNALS  Data Managing  Roadway Situation Investigation  Action Commendation  Prioritization  Plan Achievement  Visual Condition Assessment  Nondestructive Testing  Semi Destructive Testing
  • 5. International Research Journal of Engineering and Technology (IRJET) e-ISSN: 2395-0056 Volume: 04 Issue: 07 | July -2017 www.irjet.net p-ISSN: 2395-0072 © 2017, IRJET | Impact Factor value: 5.181 | ISO 9001:2008 Certified Journal | Page 568 A. at the Beginning level, the Metropolitan city of Madhya Pradesh were directly assisted and the project team worked intimately with the city on accomplishment. B. at the second level all other cities, which showed significant attention in achievement, were accessible assistance via telephone 7. CONCLUSION The major aim of the study was to build up a pavement management system for Madhya Pradesh road network maintenance to serve as a decision support tooltohelpoutto improve the effectiveness of making decisions, provide feedback as to the consequences of these decisions, make sureuniformity of conclusions made at variouslevelsandget better the efficiency of all decisions in terms of efficiency of results. The specific objectives were to identify the main contributory factors in the road deterioration, use these factors to develop best implementation applications and develop an effective pavement management system to be used as a decision support tool. REFERENCES [1] Situation Analysis Report for World Bank funded Seven States, PMGSY Rural RoadsProject,India,ILONewDelhi, July 2014 [2] Financial Tracking Study on Rural Road Maintenance, ILO New Delhi, March 2014 [3] Basic Road Statistics of India 2011-12, Ministry of Road Transport and Highways, New Delhi, December 2013 [4] Rural Road Development Plan: Vision 2025, Ministry of Rural Development, New Delhi, 2007 [5] Rural Road Maintenance, Sustaining the Benefits of Improved Access, Donnges, Edmonds and Johannessen, ILO Bangkok 2007 [6] Financing of Road Maintenance in Sub-Saharan Africa - Reforms and progress towards second generation road funds, Sub-Saharan Africa Transport Policy Program, Benmaamar, World Bank, 2006 [7] PradhanMantriGramSadak Yojana (PMGSY) Operations Manual, National Rural Roads Development Agency, Ministry of Rural Development, New Delhi 2005 [8] Situation AnalysisofRural RoadMaintenanceinMadhya Pradesh, Volume I: Strategy Elements and Options for Reforms, ILO Bangkok 2005. [9] Situation AnalysisofRural RoadMaintenanceinMadhya Pradesh, Volume II: Policy, Institutional and Financial Aspects, ILO Bangkok 2005 [10] Guidelines for Maintenance Management of Primary, Secondary and Urban Roads,MinistryofRoadTransport and Highways, Indian Road Congress, 2004. [11] Impact Assessment of Pradhan Mantri Gram Sadak Yojana (PMGSY) in the States of Assam, Himachal Pradesh, Madhya Pradesh, Mizoram, Orissa, Rajasthan, Uttar Pradesh, Tamil Nadu and West Bengal, Ministry of Rural Development (Monitoring Division) New Delhi BIOGRAPHIES Mahendra Kumar Ahirwar received Bechlor of Engineering Degree in Computer Science From Rajiv Gandhi Proudyogiki Mahavidyalaya Bhopal. He is completed the M.Tech at School of Information technology, RGPV Bhopal (Madhya Pradesh). Gajendra Kumar Ahirwar received Bachelor of Engineering Degree in Computer Science From UIT RGPV Bhopal. He is completed M.Tech from School of Information technology, RGPV Bhopal (Madhya Pradesh).