Structural Stability of Cycle Paths—Introducing Cycle Path Deflection Bowl Parameters from FWD Measurements

A recurrent challenge on cycle paths are edge cracks, which affect the traffic safety and accessibility of cyclists and produce high maintenance costs. Being both structurally thinner and narrower structures than roads, the cycle paths are extra prone to this problem. A few passages of heavy vehicle...

Full description

Saved in:
Bibliographic Details
Main Authors: Martin Larsson, Anna Niska, Sigurdur Erlingsson
Format: Article
Language:English
Published: MDPI AG 2024-12-01
Series:Infrastructures
Subjects:
Online Access:https://www.mdpi.com/2412-3811/10/1/7
Tags: Add Tag
No Tags, Be the first to tag this record!
_version_ 1832588334389526528
author Martin Larsson
Anna Niska
Sigurdur Erlingsson
author_facet Martin Larsson
Anna Niska
Sigurdur Erlingsson
author_sort Martin Larsson
collection DOAJ
description A recurrent challenge on cycle paths are edge cracks, which affect the traffic safety and accessibility of cyclists and produce high maintenance costs. Being both structurally thinner and narrower structures than roads, the cycle paths are extra prone to this problem. A few passages of heavy vehicles in unfavourable conditions might be enough to break the edge. The load-bearing capacity of eight municipal cycle paths in Linköping, Sweden, were assessed by falling weight deflectometer (FWD) and light falling weight deflectometer (LWD) measurements during a year-long cycle. A set of alternative Deflection Bowl Parameters (DBPs), better adapted to the structural design of cycle paths, were suggested and evaluated. The results of the FWD measurements showed that these suggested DBPs are a promising approach to evaluate the load-bearing capacity of cycle paths. From the results of the LWD measurements, it was found that the load-bearing capacity varies considerably with lateral position. The conclusion is that it might be more fruitful to measure the load-bearing capacity by LWD close to the edge, rather than the traditional approach of FWD measurements along the centre line of the cycle path.
format Article
id doaj-art-360dafb7ea714503b649253b6b8241f8
institution Kabale University
issn 2412-3811
language English
publishDate 2024-12-01
publisher MDPI AG
record_format Article
series Infrastructures
spelling doaj-art-360dafb7ea714503b649253b6b8241f82025-01-24T13:35:22ZengMDPI AGInfrastructures2412-38112024-12-01101710.3390/infrastructures10010007Structural Stability of Cycle Paths—Introducing Cycle Path Deflection Bowl Parameters from FWD MeasurementsMartin Larsson0Anna Niska1Sigurdur Erlingsson2Swedish National Road and Transport Research Institute (VTI), Olaus Magnus Väg 35, 58330 Linköping, SwedenSwedish National Road and Transport Research Institute (VTI), Olaus Magnus Väg 35, 58330 Linköping, SwedenSwedish National Road and Transport Research Institute (VTI), Olaus Magnus Väg 35, 58330 Linköping, SwedenA recurrent challenge on cycle paths are edge cracks, which affect the traffic safety and accessibility of cyclists and produce high maintenance costs. Being both structurally thinner and narrower structures than roads, the cycle paths are extra prone to this problem. A few passages of heavy vehicles in unfavourable conditions might be enough to break the edge. The load-bearing capacity of eight municipal cycle paths in Linköping, Sweden, were assessed by falling weight deflectometer (FWD) and light falling weight deflectometer (LWD) measurements during a year-long cycle. A set of alternative Deflection Bowl Parameters (DBPs), better adapted to the structural design of cycle paths, were suggested and evaluated. The results of the FWD measurements showed that these suggested DBPs are a promising approach to evaluate the load-bearing capacity of cycle paths. From the results of the LWD measurements, it was found that the load-bearing capacity varies considerably with lateral position. The conclusion is that it might be more fruitful to measure the load-bearing capacity by LWD close to the edge, rather than the traditional approach of FWD measurements along the centre line of the cycle path.https://www.mdpi.com/2412-3811/10/1/7FWDLWDcycle pathsstructural stabilitymoisturedeflection bowl parameters
spellingShingle Martin Larsson
Anna Niska
Sigurdur Erlingsson
Structural Stability of Cycle Paths—Introducing Cycle Path Deflection Bowl Parameters from FWD Measurements
Infrastructures
FWD
LWD
cycle paths
structural stability
moisture
deflection bowl parameters
title Structural Stability of Cycle Paths—Introducing Cycle Path Deflection Bowl Parameters from FWD Measurements
title_full Structural Stability of Cycle Paths—Introducing Cycle Path Deflection Bowl Parameters from FWD Measurements
title_fullStr Structural Stability of Cycle Paths—Introducing Cycle Path Deflection Bowl Parameters from FWD Measurements
title_full_unstemmed Structural Stability of Cycle Paths—Introducing Cycle Path Deflection Bowl Parameters from FWD Measurements
title_short Structural Stability of Cycle Paths—Introducing Cycle Path Deflection Bowl Parameters from FWD Measurements
title_sort structural stability of cycle paths introducing cycle path deflection bowl parameters from fwd measurements
topic FWD
LWD
cycle paths
structural stability
moisture
deflection bowl parameters
url https://www.mdpi.com/2412-3811/10/1/7
work_keys_str_mv AT martinlarsson structuralstabilityofcyclepathsintroducingcyclepathdeflectionbowlparametersfromfwdmeasurements
AT annaniska structuralstabilityofcyclepathsintroducingcyclepathdeflectionbowlparametersfromfwdmeasurements
AT sigurdurerlingsson structuralstabilityofcyclepathsintroducingcyclepathdeflectionbowlparametersfromfwdmeasurements