Guidelines for left-turn bays at unsignalized access locations on arterial roadways /
advancing volume (by itself, the probability of a left-
| Main Author: | |
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| Format: | Thesis eBook |
| Language: | English |
| Published: |
[Place of publication not identified] :
[publisher not identified] ;
1994.
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| Subjects: | |
| Online Access: | Link to OAKTrust copy |
| Summary: | advancing volume (by itself, the probability of a left- as the criteria in developing the turn lane guidelines. With aspects of the guidelines. A probability of 0.01 was conflict analysis showed that guidelines would result in a congestion. A major goal within access management is to due to left-turning vehicles on major roadways. in existence today are primarily focused on how the left-turn investigated the probability of a left-turning vehicle in the It has long been recognized that effective access limit the speed differential between turning and through management along arterial streets can alleviate traffic maneuver affects the left-turning vehicle. Harmelink probability of 0.01 or less for all but the highest through selected as the maximum likelihood of a conflict. The simulated the impact of left turning vehicles on the through the curves developed, a conflict analysis assessed the safety The development of the left-turn lane guidelines and warrants through lane, however, he did not couple that with the through traffic is impacted). The purpose of this thesis was through vehicles. The TEXAS Model for Intersection Traffic to develop left-turn lane guidelines based on the delay to traffic at various speeds, and advancing, opposing and left- turn volumes. The minimum delay to through vehicles was used turning vehicle in the through lane does not show how the vehicles. Left-turn bays reduce the speed differential volumes. |
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| Item Description: | "Major subject: Civil Engineering". Vita. |
| Physical Description: | xi, 100 leaves : illustrations ; 28 cm. Also available online. |
| Bibliography: | Includes bibliographical references. |