dc.contributor.authorGoh, Pin Kai
dc.contributor.authorWong, Yiik Diew
dc.date.accessioned2011-02-18T06:32:41Z
dc.date.available2011-02-18T06:32:41Z
dc.date.copyright2004en_US
dc.date.issued2004
dc.identifier.citationGoh, P. K., & Wong, Y. D. (2004). Driver perception response time during the signal change interval. Applied health economics and health policy.
dc.identifier.issn1175-5652en_US
dc.identifier.urihttp://hdl.handle.net/10220/6718
dc.description.abstractThe importance of perception response time (PRT) values for traffic signal change interval design, and the need to monitor the design PRT value, are challenges facing transportation professionals. However, current methods used to validate the design PRT value from on-site observational studies have failed to yield convincing proof that the 1 second design value is adequate. A modification to on-site data capture and extraction, using a transitional zone (TZ), is used to overcome this deficiency. The TZ allows the systematic identification and exclusion of those drivers who have time to delay their responses. Their inclusion in past studies inflated PRT values. Their exclusion in this study provides a more accurate value.en_US
dc.format.extent7 p.en_US
dc.language.isoenen_US
dc.relation.ispartofseriesApplied health economics and health policyen_US
dc.rightsThis article has been reproduced with permission from Adis, a Wolters Kluwer business (see Goh PK, Wong Y-D. Driver Perception Response Time During the Signal Change Interval. Applied Health Economics & Health Policy. 2004;3(1):9-15.for the final published version). (C) Adis Data Information BV 2004. All rights reserved.en_US
dc.subjectDRNTU::Engineering::Civil engineering::Transportation
dc.titleDriver perception response time during the signal change intervalen_US
dc.typeJournal Article
dc.contributor.schoolSchool of Civil and Environmental Engineeringen_US
dc.description.versionAccepted versionen_US


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