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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.

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