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CE 578 Highway Traffic Operations

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CE 578 Highway Traffic Operations Lecture 22: Diverge Area Special Cases, Influence Area Speeds, and Freeway Weaving Sections Objectives Diverge area special cases ... – PowerPoint PPT presentation

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Title: CE 578 Highway Traffic Operations


1
CE 578 Highway Traffic Operations
  • Lecture 22 Diverge Area Special Cases, Influence
    Area Speeds, and Freeway Weaving Sections

2
Objectives
  • Diverge area special cases
  • Influence area speeds
  • Basic process of weaving section analysis
  • Important variables
  • Limitations of methodology

3
Diverge Area Special Cases
  • Two-lane off-ramps
  • Lane drops
  • Major diverge areas
  • Off-ramps on ten-lane freeways
  • Left-hand off-ramps

4
Two-Lane Off-Ramps
5
Two-Lane Off-Ramps (cont.)
  • four-lanes PFD 1.00
  • six-lanes PFD 0.45
  • eight-lanes PFD 0.26
  • for calculating DR, LDeff 2LD1 LD2

6
Lane Drops
  • Single lane off-ramp with lane drop
    ramp-roadway capacity governs
  • Two lane off-ramp with lane drop see major
    diverge segment procedure

7
Major Diverge Area
Analyze each leg as a basic section to determine
their respective capacities and compare to demand
volumes.
8
Off-Ramp on Ten-Lane Freeways
Similar to the on-ramp procedure, but with
different values for the volumes in lane 5 (v5).
9
Left-Hand Off-Ramps
  • Same as for On-Ramps except
  • Conversion from v12 to v23 or v34
  • Six-lane freeway 1.05
  • Eight-lane freeway 1.10

10
Influence Area Speeds
  • Read pages 25-18 and 25-19

11
Weaving Section Issues
  • Diverse traffic streams
  • Differences in lane utilization
  • Ease of lane change
  • Predicting speeds
  • Predicting density

12
Basic Process
  • Adjust the volume
  • Predict the space mean
  • Check for constraints on lane changing
  • Reassess the space mean speed
  • Compute the average space mean speed
  • Compute the density
  • Determine the LOS
  • Determine the weaving capacity

13
Basic Process (cont.)
14
Important Weaving Section Variables
  • Demand volumes
  • Weaving section length
  • Number of lanes
  • Weaving section configuration
  • Terrain type
  • Free-flow speed

15
Demand Volumes, Terrain Type, and Free-Flow Speed
  • Adjusted volume See basic segment methodology
  • Free-flow speed See basic segment methodology

16
Weaving Section Length
  • Less than 2500 ft
  • Measure from entrance gore to exit gore

17
Number of Lanes and Weaving Section Configuration
  • N?Total lanes in weaving section
  • Nw?lanes needed for weaving equilibrium
  • Nw(max)?maximum lanes available for weaving
    vehicles

18
Number of Lanes and Weaving Section Configuration
19
Number of Lanes and Weaving Section Configuration
20
Limitations
  • Ramp metering
  • Oversaturated conditions
  • Effects of speed limits
  • Collector distributor roadways
  • Urban streets
  • Known weaving volumes
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