PCI - Operations Manual For Roads - NRRDA
PCI - Operations Manual For Roads - NRRDA
PCI - Operations Manual For Roads - NRRDA
14.9
Annexure 14.7 gives the Methodology for determining the Pavement Condition Index (PCI).
The PCI data is an integral part of the OMMS and the data will be included in the Road Master for each
kilometre. The PCI data collected as per Annexure 14.7 will be entered in the OMMS data base by the PIU and
a District wise output generated, copy of which will be furnished to the State Road Development Agency.
Another copy will be supplied to the STAs for record. The proforma is given in Annexure 14.8
The OMMS software will incorporate provisions which enable selection of roads for upgradation from the shortlist on the basis of the PCI.
The States shall get the PCI survey of the Core Network conducted once in 2 years immediately after the rainy
season. Costs not exceeding Rs. 50 per km (except road lengths constructed under PMGSY for which PCI of
5 will be used) will be allowed for getting the PCI survey done and Rs. 10 per road for completing the Road
Master in the OMMS (including surface nature, surface condition, population and facilities linked etc.). The PCI
survey will be repeated every 2 years and prioritisation of roads for upgradation and or maintenance shall be
redrawn accordingly.
14.10 MAINTENANCE PRIORITISATIONS
Given the scarcity of maintenance funds, the basic principle governing the application of routine maintenance
funds is that these should be applied to those roads whose maintenance is in the greater public interest (Core
Network Through Routes which generally have much more traffic) and which are manageable at relatively low
cost i.e., which are presently in good condition. Accordingly, Routine Maintenance Priority List (RMPL) will be
prepared at District level based on the following.
(a) The roads will include all Through Routes (or main Rural links) already included in the Core Network, at a
higher priority.
(b) The roads in each District will be ranked according to the Pavement Condition Index (PCI). Subject to the
overall availability of funds, roads of progressively lower PCI will be uniformly taken up in all Districts for
inclusion in the list. For this purpose abstract of District-wise length of roads of each PCI will be prepared
and fund allotment done generally in ratio of the road lengths of the PCI classes to which maintenance
funding is to be applied. For this purpose, each District may compile and make available to the budgeting
centre the information as follows:PCI class
Total
(c) In case it is necessary a further sub-prioritisation will be done as follows on the basis of Average Annual
Daily Traffic (AADT) which will need to be applied only in case if all roads of a particular class cannot be
taken up for maintenance given the scarcity of resources.
PCI class
Name of road
Length
AADT
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Maintenance
to be done) the total length of roads in each District upto value of PCI 3 would be worked out from the Core
Network and maintenance funds would be divided in that ratio.
(e) The District RMPL will be got verified on the ground on sample basis through the STAs and the NQM
system before it is processed for further approvals.
(f)
After the District RMPL is prepared and verified, it shall be placed before the District Panchayat for approval;
thereafter it shall be vetted by the State level Standing Committee (SLSC).
225
Annexure-14.7
(See Para 14.9)
1.
Background
The measurement of the condition rating of Rural Roads can be done by several methods. Automated equipment
like Bump Integrator are perhaps more accurate but given the huge length of the network and the fact that the
condition rating is used as a qualitative and relativistic parameter as rather than as a quantitative parameter in
the context of the investment resource scarcity, simple and low cost methods may be used to initiate a Pavement
Management System. Once the system stabilises and the utility of the condition rating becomes more important,
it may be appropriate to switch over to more intensive and accurate measurement methods. Accordingly 3
simple, low cost methods are suggested for the present, which can be done by the PIU staff without much
equipment.
2.
Methods suggested
(i)
An experienced engineer can rate the PCI by visual inspection of the pavement for each kilometre, a Pavement
Condition Index (PCI) of 1 to 5 is adopted, as under:
Description of Surface Condition
PCI
Very Good
Good
Fair
Poor
Very Poor
(ii)
A jeep or car is driven at 50 km/hr. and the riding comfort noted for each kilometre. Based on Riding Comfort
while driving at the design speed of 50 km/hr, the PCI is assessed as under:
Riding Comfort @ 50 km/hr.
PCI
Comfortable
Slightly Uncomfortable
-Dangerous
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Maintenance (Annexures)
PCI
Over 40 km/hr
30 to 40 km/hr
20 to 30 km/hr
10 to 20 km/hr
3.
In order to get the PCI of the road, the arithmetic mean of the condition assessed for each km is taken if the
kilometre-wise PCI is varying within a small range. However, if the variation of PCI is large from section to
section of the road under consideration, the road is to be divided into homogeneous sections and the arithmetic
mean of PCI is taken for each section.
237
238
Code#
in CN
Length
Name of TR/LR/
Road
MRL*
Year of
Construction
Year of last
periodic
renewal
(PR)
Amount
spent on
routine
maintenance
since PR
Type of
pavement
Km#
AADT**
PCI
Date of
PCI
Annexure 14.8
(See Para 14.9)