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dc.creatorHamm, Robert Alan
dc.date.accessioned2012-06-07T22:36:35Z
dc.date.available2012-06-07T22:36:35Z
dc.date.created1994
dc.date.issued1994
dc.identifier.urihttps://hdl.handle.net/1969.1/ETD-TAMU-1994-THESIS-H2244
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.description.abstractReducing congestion in our nation's urban areas has become a top priority of state departments of transportation nationwide. The development and construction of freeway management systems have recently begun to help reduce these problems. A major component of freeway management systems is the inductance loop detector. This research effort evaluated the use of inductance loop detectors in a freeway management situation to determine maximum permissible lead lengths and an optimal speed trap distance. Lead lengths were evaluated with five different design vehicles (large and small passenger cars, a pickup truck, a motorcycle, and a high profile truck) with several detector units. Both passenger cars and the pickup truck were always detected with 4000 feet (1220 metres) of lead wire on all combinations of sensitivity level and number of wire turns. The detection of the motorcycle and high profile truck depended upon the sensitivity level and number of wire turns used. The data also indicate that detection of the passenger vehicles may be possible at distances much greater than 4000 feet (1220 metres). An extrapolation of the inductance measurements indicate that detection of passenger vehicles at 8000 feet (2440 metres) is likely, and detections may even be possible at much large distances. Lead lengths of this magnitude give the designer greater flexibility in producing the most functional and cost-effective design. Five different speed trap distances (from 20 to 80 feet, 6 to 24 metres) were evaluated with a variety of detector units. An optimal speed trap distance was not able to be identified, but the research consistently identified that accurate speed measurements cannot be made using different models of detector units. In order for speed measurements to be accurate, the change in inductance required for detection must be very similar between detector units. Identical make and model detector units easily meet this criteria. The error measured for speed traps with identical detector units averaged about 1.5 mph (2.4 km/h) for all speeds, while errors for speed traps with different detector units varied widely from one to 120 mph (1.6 to 194 km/h). Clearly, the best method for obtaining accurate speeds with inductance loop detectors utilizes identical make and model detector units.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.titleAn evaluation of inductance loop detector lead length and optimal speed trap distanceen
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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