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dc.creatorMeadors, Allison Christine Cherry
dc.date.accessioned2012-06-07T22:41:44Z
dc.date.available2012-06-07T22:41:44Z
dc.date.created1995
dc.date.issued1995
dc.identifier.urihttp://hdl.handle.net/1969.1/ETD-TAMU-1995-THESIS-M43
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
dc.descriptionIncludes bibliographical references.en
dc.descriptionIssued also on microfiche from Lange Micrographics.en
dc.description.abstractPoor operation of diamond interchanges along a freeway corridor can decrease the mobility of the corridor and increase time and energy costs associated with delay at signalized interchanges. Computer simulation provides a safe and efficient means of evaluating existing timing plans for diamond interchanges and testing new timing plans before they are implemented in the field. This research evaluates the effectiveness of using the Texas Transportation Institute's computer model, TexSIM 2.0, for simulating traffic behavior at signalized diamond interchanges. To evaluate TexSIM 2.0 for simulating and providing accurate descriptive measures of performance for pretimed and actuated diamond interchanges, model outputs were compared to field data collected from diamond interchanges in College Station, Austin, and Round Rock, Texas. The results suggest that the model can replicate field conditions with good accuracy for the exterior approaches of the pretimed diamond interchanges; however, Queue lengths and stopped delay were consistently overestimated for the interior left turns. Phase and cycle lengths for the actuated diamond interchange were much shorter than observed in the field due to phases not being held on long enough in the simulator. The short phase lengths were caused by a difference in effective detector length between the field and the model. The problems caused by the difference in detector lengths caused the MOE data collected from the simulator to be inaccurate. Recommendations were made for possible solutions to correct the differences between field data and model data found in this research.en
dc.format.mediumelectronicen
dc.format.mimetypeapplication/pdf
dc.language.isoen_US
dc.publisherTexas A&M University
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
dc.subjectcivil engineering.en
dc.subjectMajor civil engineering.en
dc.titleEvaluation of TexSIM for modeling traffic behavior at diamond interchangesen
dc.typeThesisen
thesis.degree.disciplinecivil engineeringen
thesis.degree.nameM.S.en
thesis.degree.levelMastersen
dc.type.genrethesisen
dc.type.materialtexten
dc.format.digitalOriginreformatted digitalen


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