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dc.creatorParma, Kelly Danielen_US
dc.date.accessioned2012-06-07T22:50:03Z
dc.date.available2012-06-07T22:50:03Z
dc.date.created1997en_US
dc.date.issued1997
dc.identifier.urihttp://hdl.handle.net/1969.1/ETD-TAMU-1997-THESIS-P377en_US
dc.descriptionDue to the character of the original source materials and the nature of batch digitization, quality control issues may be present in this document. Please report any quality issues you encounter to digital@library.tamu.edu, referencing the URI of the item.en_US
dc.descriptionIncludes bibliographical references.en_US
dc.descriptionIssued also on microfiche from Lange Micrographics.en_US
dc.description.abstractThe design-speed concept has been used in attempting to ensure design and operating-speed consistency of roads in the United States, However, this concept has no effective controls on maximum speeds (e.g., tangents), which reduces its effectiveness. In an attempt to ensure operating-speed consistency, a speed-profile model has been developed to supplement the design-speed concept. One of the components of the speed-profile model is an estimate of the desired speed of motorists on long tangents. A standard value is used in estimating the desired speed; however, this estimate does not consider geometric or environmental factors that may influence desired speed. This thesis tested the hypothesis that quantifying the general character of the roadway alignment through the use of alignment indices may provide a method of accurately estimating the speed motorists drive on long tangents of rural two-lane highways. By using previous alignment characteristics encountered by motorists, these indices attempt to quantify the impact the preceding roadway has on the speeds motorists drive. Other countries, specifically Germany and England, have been able to estimate the operating speeds of motorists on their roads using alignment indices, In this research, alignment indices were identified and developed to test their applicability in estimating the desired speed of motorists on long tangents. Speed and alignment data were collected from different geographical locations across the United States. The alignment indices were calculated and compared to observed 85th percentile speeds using graphs and statistical analyses. This research indicated that alignment indices were not significant predictors of the desired speeds of motorists on long tangents of rural two-lane highways. The mean of 85th percentile speeds for long tangents in this study, 96.8 kni/h (60. 1 mph), does not statistically differ from the mean of 85th percentile speeds, 97.9 km/h (60.8 mph), in a previous study on long tangents of rural two-lane highways. Therefore, it is recommended that 97.9 km/h (60.8 mph) continue to be used as the estimate of desired speed on long tangents of rural two-lane highways in the speed-profile model for roadways with posted speeds of 88.5 km/h (55 mph).en_US
dc.format.mediumelectronicen_US
dc.format.mimetypeapplication/pdfen_US
dc.language.isoen_USen_US
dc.publisherTexas A&M Universityen_US
dc.rightsThis thesis was part of a retrospective digitization project authorized by the Texas A&M University Libraries in 2008. Copyright remains vested with the author(s). It is the user's responsibility to secure permission from the copyright holder(s) for re-use of the work beyond the provision of Fair Use.en_US
dc.subjectcivil engineering.en_US
dc.subjectMajor civil engineering.en_US
dc.titleEvaluation of alignment indices in estimating tangent speeds on rural two-lane highwaysen_US
dc.typeThesisen_US
thesis.degree.disciplinecivil engineeringen_US
thesis.degree.nameM.S.en_US
thesis.degree.levelMastersen_US
dc.type.genrethesis
dc.type.materialtexten_US
dc.format.digitalOriginreformatted digitalen_US


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