- A SPECIAL APPLICATION OF A VIDEO-IMAGE SYSTEM FOR VEHICLE TRACKING AND SPEED MEASUREMENT
- AUTOPAYITEM -A SOFTWARE TOOL TO MANAGE PAY ITEMS FOR HIGHWAY DESIGN
- Pedestrian Timing Alternatives and Impacts on Coordinated Signal Systems
- For safety concerns, the two sides of the two-stage crosswalk are usually staggered to separate the two crossings as shown in Figure 2.
- 16 ITE Journal / novEmbEr 2008 Daniel b. Fambro Student Paper award
- JOURNAL OF TRANSPORTATION SYSTEMS ENGINEERING AND INFORMATION TECHNOLOGY
- Manual (HCM) (5), which came from the model developed by Fambro and Rouphail (6). In reviewing these models, one can find
- left-turn lanes; that is, protected left-turn control is recommended if the number of left-turn lanes exceeds 1. Such a decision process lacks
- 42 ITE Journal / January 2009 Vehicle Tracking and Speed
- How often is a leadlag phasing needed at an intersection? How will maximum bandwidth change with an increased
- Transportation Research Record: Journal of the Transportation Research Board, No. 2035, Transportation Research Board of the National Academies, Washington,
- JOURNAL OF TRANSPORTATION SYSTEMS ENGINEERING AND INFORMATION TECHNOLOGY
- Transportation Research Record: Journal of the Transportation Research Board, No. 1988, Transportation Research Board of the National Academies, Washington,
- Probabilistic Model for Signalized Intersection Capacity with a Short Right-Turn Lane
- 40 s Transportation Research Record 1852 Paper No. 03-2662
- Freeway ramp metering often exists in the vicinity of a signal-controlled diamond interchange, at which the surface street system and the free-
- Parallax Error in Video-Image Systems Zong Z. Tian1
- CAPACITY AT SIGNALIZED INTERSECTION APPROACH WITH A SHORT RIGHT-TURN LANE
- TRANSPORTATION RESEARCH CIRCULAR E-C018 Fourth International Symposium on
- NEWS RELEASE Date: October 4, 2006
- Improving Traffic Safety One Survey at a Time Jen Jackson
- look atnew methods of flaggingdangers
- EFFECTIVENESS OF LEAD-LAG PHASING ON PROGRESSION BANDWIDTH Zong Tian (Corresponding Author)
- JOURNAL OF TRANSPORTATION SYSTEMS ENGINEERING AND INFORMATION TECHNOLOGY
- Extensions of theoretical capacity models to account for special conditions
- Traffic operational characteristics at all-way-stop-controlled intersections were investigated by using AWSIM, a microscopic simulation model. The
- The NCHRP 3-65 study produced a new set of critical headway and follow-up headway values based on a comprehensive evaluation
- APPLICATION OF DIAMOND INTERCHANGE CONTROL STRATEGIES AT CLOSELY-SPACED INTERSECTIONS
- lating capacities of AWSC intersections based on the method of addition-conflict-flow.
- ITE JOURNAL / SEPTEMBER 2006 41 INTRODUCTION
- Pedestrian Timing Treatment for Coordinated Signal Systems Zong Z. Tian1
- no pedestrian call during some cycles. It is not a problem if the required vehicle phase split is greater than the pedestrian Walk plus
- Modification of Webster's Minimum Delay Cycle Length Equation Based on HCM 2000 DingXin Cheng
- Development of an Improved Cycle Length Model over the Highway Capacity Manual 2000
- in length and width than their actual size. The perceived larger vehi-cle size can also result in various occlusion scenarios (57). Occlusion
- System Partition Technique to Improve Signal Coordination and Traffic Progression
- A SYSTEM PARTITION APPROACH TO IMPROVE SIGNAL TIMING Associate Transportation Researcher
- One of the issues involved in using microscopic simulation models is the variation in the simulation results. This study examined some of
- Z. Tian, Department of Civil and Environmental Engineering, University of Nevada Reno, Reno, NV 89557. T. Urbanik, Civil and Environmental Engineering, University
- Toll rates and traffic volumes (or demand) are the two major factors affecting revenue as well as investment strategies on toll roads. Although
- Traffic Signal Systems The aim of this research was to develop operational strategies for inte-
- Implementing the maximum likelihood methodology to measure a driver's critical gap
