Method To Reconstruct Urban Transport
Facilities
Author(s)
T. Rukavina, S. Lakusic, V. Dragcevic & M. Simun
Abstract
Measurements have shown that the International Roughness Index (IRI) values
for the urban transport facilities predicted for reconstruction range from 5m/km
to 14m/km, and for new or already reconstructed ones the values vary about
2m/km. Usual ways of repair of the pavement facilities structures in the city of
Zagreb are: 1) replacement of already existing asphalt layers with a new
bituminized crushed stone material base course and wearing asphalt concrete
layer and 2) performance of the new pavement structure (layer of mechanically
compacted course of grain stone material, bearing layer stabilized by hydraulic
binder, bearing layer made of bituminized crushed stone material and a layer of
splitmastix asphalt wearing course - SMA. As a large number of urban facilities
are planned for
Keywords
Related Book
Other papers in this volume
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Code
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