Single Point Urban Interchange Design and Operations Analysis
| Title | Single Point Urban Interchange Design and Operations Analysis PDF eBook |
| Author | Carroll J. Messer |
| Publisher | Transportation Research Board |
| Pages | 116 |
| Release | 1991 |
| Genre | Technology & Engineering |
| ISBN | 9780309048682 |
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Spaulding Turnpike Improvements NHS-027-1(37), 11238, Newington to Dover, Strafford and Rockingham Counties
| Title | Spaulding Turnpike Improvements NHS-027-1(37), 11238, Newington to Dover, Strafford and Rockingham Counties PDF eBook |
| Author | |
| Publisher | |
| Pages | 754 |
| Release | 2007 |
| Genre | |
| ISBN |
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Interstate 64/Route 40 Corridor, City of St. Louis and St. Louis County
| Title | Interstate 64/Route 40 Corridor, City of St. Louis and St. Louis County PDF eBook |
| Author | |
| Publisher | |
| Pages | 310 |
| Release | 2005 |
| Genre | |
| ISBN |
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Operational Effects of Geometrics 2003
| Title | Operational Effects of Geometrics 2003 PDF eBook |
| Author | National Research Council (U.S.). Transportation Research Board |
| Publisher | |
| Pages | 84 |
| Release | 2003 |
| Genre | Highway engineering |
| ISBN |
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SR-26 (Riverdale Road) from 1900 West to Washington Boulevard, Roy, Riverdale, South Ogden and Ogden, Weber County
| Title | SR-26 (Riverdale Road) from 1900 West to Washington Boulevard, Roy, Riverdale, South Ogden and Ogden, Weber County PDF eBook |
| Author | |
| Publisher | |
| Pages | 82 |
| Release | 2007 |
| Genre | |
| ISBN |
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Geometric Design and the Effects on Traffic Operations, 2005
| Title | Geometric Design and the Effects on Traffic Operations, 2005 PDF eBook |
| Author | |
| Publisher | |
| Pages | 96 |
| Release | 2005 |
| Genre | Highway engineering |
| ISBN |
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Traffic Signal Timing Models for Oversaturated Signalized Interchanges
| Title | Traffic Signal Timing Models for Oversaturated Signalized Interchanges PDF eBook |
| Author | Youngchan Kim |
| Publisher | |
| Pages | 140 |
| Release | 1992 |
| Genre | Traffic congestion |
| ISBN |
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This research report documents the development models for control of signalized diamond interchanges during oversaturated traffic conditions. Oversaturated traffic conditions occur when the average traffic demand exceeds the capacity of the signal system. The dynamic optimization model proposed is the principal product of this research. The control objective of the dynamic model is to provide maximum system productivity as well as minimum delay for a selected roadway system. A special feature predetermined upper limits.