Highway Research Record No. 39 - Indian Roads Congress
Highway Research Record No. 39 - Indian Roads Congress
Highway Research Record No. 39 - Indian Roads Congress
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• Selection and laboratory testing of coir geotextiles.<br />
•<br />
•<br />
•<br />
•<br />
Construction of roadway by the implementing<br />
agency under the guidance and supervision of<br />
coir board and National Institute of Technology,<br />
Tiruchirappalli.<br />
Monitoring the performance of pavement by<br />
National Institute of Technology, Tiruchirappalli.<br />
Documentation of the experience in the<br />
construction of low cost rural roads coir geotextiles<br />
and performance studies of these roads.<br />
Organizing workshop/seminar for the dissemination<br />
of expertise to the roads engineers jointly by the<br />
coir board and National Institute of Technology,<br />
Tirchirappalli.<br />
Further information/Copy of the report can be<br />
obtained from<br />
address: Dr. Samson Mathew, Professor, Dept. of<br />
Civil Engineering, National Institute of Technology,<br />
Tiruchirappalli, Tamilnadu – 620 015, phone:<br />
04312503160 e-mail ID: sams@nitt.edu<br />
3. Urban Pavement Maintenance Management<br />
System for Tiruchirappalli City<br />
Date of Start: 2011<br />
Date of Completion (Targeted): 2013<br />
I. National Institute of Technology,<br />
Tiruchirappalli (R, I)<br />
II. Ministry of Urban Development (S)<br />
II. <strong>Indian</strong> Institute of Technology Madras (C)<br />
Scope and Objectives<br />
Objectives:<br />
•<br />
•<br />
•<br />
•<br />
•<br />
To provides the means of developing annual work<br />
programs, resource requirements and budgets.<br />
To ensure an equitable distribution of funds over<br />
the country or locality and to enable priorities of<br />
allocations to determined in a rational way when<br />
available funds are inadequate.<br />
To authorize and schedule work.<br />
To provide a system of monitoring the efficiency<br />
and effectiveness of maintenance works.<br />
To provide comfort, convenience and safety to<br />
the road users and minimize the total cost of<br />
maintenance measures and road used cost.<br />
Scope:<br />
• To explore the<br />
use of GIS and GPS for the<br />
development of a PMMS.<br />
ROAD RESEARCH IN INDIA 2011-12 27<br />
• To collect pavement condition data during various<br />
seasons using different equipments and methods.<br />
•<br />
•<br />
•<br />
To develop pavement performance prediction<br />
models for urban roads.<br />
To prioritize urban road network for routine<br />
maintenance, resurfacing and rehabilitation under<br />
budget constraints.<br />
To develop a decision support system for optimal<br />
maintenance of urban roads in varying traffic<br />
conditions.<br />
Methodology<br />
•<br />
•<br />
•<br />
•<br />
•<br />
•<br />
•<br />
•<br />
Development of a GIS/GPS based digital road<br />
network map for Tiruchirappalli city.<br />
Collection of pavement condition (both functional<br />
and structural) and traffic data.<br />
Estimation of Pavement Condition Index.<br />
Development of Pavement Deterioration Models.<br />
Identification of appropriate maintenance and<br />
rehabilitation strategies depending on pavement<br />
condition (both functional and structural) and traffic<br />
data.<br />
Assessing the impact of different maintenance<br />
strategies on the performance of pavement.<br />
Economic<br />
strategies.<br />
analysis of various maintenance<br />
Quantification<br />
maintenance.<br />
of penalties due to delayed<br />
Conclusions<br />
•<br />
•<br />
•<br />
•<br />
•<br />
•<br />
An urban road network in Tiruchirappalli City<br />
containing 19 roads of 15.250 km was analyzed to<br />
highlight the pavement condition of 25 m sections<br />
of each road.<br />
Pavement Condition was studied for four seasons<br />
during pre-monsoon and post- monsoon in each<br />
half year.<br />
Roughness details of the road sections were<br />
collected for three seasons. It was observed that<br />
the IRI value on the roads varied from 2.5 m/km to<br />
5.5 m/km.<br />
The progression of various distresses with and<br />
without maintenance works was studied.<br />
For majority of the road sections, 25 mm SDBC<br />
overlay at an earlier stage was found to be the<br />
optimum solution over 40 mm BM at a later stage.<br />
In HDM – 4, budget allocation for a specific year<br />
on road maintenance to a particular road section<br />
was done based on maximum budget utilization<br />
technique.