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A Look Ahead  to the 2010 HCM Mark Vandehey, PE February 4, 2010
Presentation Overview ,[object Object],[object Object],[object Object],[object Object]
NCHRP 3-92 – Production of the 2010 HCM ,[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object]
Outreach to Professionals ,[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object]
Presentation Overview ,[object Object],[object Object],[object Object],[object Object]
Summary of Significant Changes ,[object Object],[object Object],[object Object],[object Object]
Incorporation of New Research ,[object Object],[object Object],[object Object],[object Object],[object Object],[object Object]
Incorporation of New Research (cont’d.) ,[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object]
Multimodal LOS Measure Issues ,[object Object],[object Object],[object Object],[object Object],HCM2000: Ped LOS A HCM2000: Ped LOS D
Vision for 2010 HCM - Interrupted Flow Facilities ,[object Object],[object Object],Pedestrian LOS Automobile LOS Bicycle LOS Transit LOS Interactions FDOT Quality/LOS Handbook 2002
MMLOS Urban Street Applications ,[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],segment facility
2010 HCM Approach ,[object Object],[object Object],[object Object],Mode Affected Impacting Mode Auto Ped Bike Transit Auto Auto & HV volumes Turning patterns Lane configurations Minimum green time Turn conflicts Mid-block crossings Turn conflicts Passing delay Heavy vehicle Blocking delay Signal priority Ped Auto & HV volumes Cycle length Driver yielding Turn conflicts Traffic separation Sidewalk crowding Crosswalk crowding Cross-flows Shared-path conflicts Bicyclist yielding Heavy vehicle Transit stop queues Stop cross-flows Vehicle yielding Bike Auto & HV volumes Auto & HV speed On-street parking Turn conflicts Traffic separation Shared-path conflicts Min. green time Turn conflicts Mid-block xings Bike volumes Heavy vehicle Blocking delay Tracks Transit Auto volumes Signal timing Ped. env. quality Minimum green time Turn conflicts Mid-block crossings Bike env. quality Bike volumes Bus volumes
Service Measures in the 2010 HCM System Element Service Measure Provided Chapter Auto Ped Bike Transit Freeway Facility 10  Basic Freeway Segment 11  Freeway Weaving Segment  12  Fwy. Merge/Diverge Seg. 13  Multilane Highway 14   Two-Lane Highway 15   Urban Street Facility 16     Urban Street Segment 17     Signalized Intersection 18    Two-Way Stop 19   All-Way Stop 20  Roundabout 21  Interchange Ramp Term. 22  Off-Street Ped-Bike Facility 23  
More Emphasis on Alternative Tools ,[object Object],[object Object],[object Object],[object Object],[object Object]
Alternative Tool Example: Backup from Signal Mainline vehicles unable to reach the exit lanes Wasted time on the signal approach
Active Traffic Management (ATM) ,[object Object],[object Object],[object Object],[object Object],[object Object],[object Object]
Lane and Shoulder Treatments FHWA  Managed Lanes Primer Google Street View
Congestion Pricing ,[object Object],[object Object],[object Object]
Innovative Interchange Designs
High Capacity Intersection Designs
Presentation Overview ,[object Object],[object Object],[object Object],[object Object]
HCM Evolution ,[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object]
Overall Organization ,[object Object],[object Object],[object Object],[object Object],[object Object]
Overall Organization of HCM 2010 Volume Target Audience Format %  Total Printed Pages I:  Concepts New analysts and decision makers Bound & PDF 20 II:  Uninterrupted Flow  Facilities Analysts Loose leaf & PDF 30 III: Interrupted flow Facilities Analysts Loose leaf & PDF 50 IV: Applications Guide and Supplemental Material Analysts, software engineers, and researchers Live/On-line N/A
Volume 1 Concepts ,[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object]
Chapter 8 ,[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object]
Volume 2 Uninterrupted Flow ,[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],Photo: Lee Rodegerdts
HCM2010 Updates  Chapter 10: Freeway Facilities ,[object Object],[object Object],[object Object],[object Object]
Methodology ,[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object]
Time-Space Domain S1 T2 T3 T4 T5 T1 S4 S5 S6 S7 S8 S2 S3
Inputs and Outputs ,[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object]
Facility and Segments Directional Facility Segment Number 1 2 3 4 5 6 7 8 9 10 11 Segment Type B ONR B OFR B B or W B ONR R OFR B Segment Length (ft.) 5280 1500 2280 1500 5280 2640 5280 1140 360 1140 5280 No. Lanes 3 3 3 3 3 4 3 3 3 3 3
FREEVAL Output Screens
FREEVAL Output Graphs
FREEVAL Output Tables (LOS)
Volume 3 Interrupted Flow ,[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],Photo: Lee Rodegerdts
Chapter 22 Interchange Ramp Terminals ,[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],Northbound incurs additional lost time
Volume 4 ,[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object]
Style ,[object Object],[object Object],[object Object],[object Object]
Presentation Overview ,[object Object],[object Object],[object Object],[object Object]
Conclusion ,[object Object],[object Object],[object Object],[object Object]
Thank you! ,[object Object],[object Object]

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2010 Highway Capacity Manual

  • 1. A Look Ahead to the 2010 HCM Mark Vandehey, PE February 4, 2010
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  • 13. Service Measures in the 2010 HCM System Element Service Measure Provided Chapter Auto Ped Bike Transit Freeway Facility 10  Basic Freeway Segment 11  Freeway Weaving Segment 12  Fwy. Merge/Diverge Seg. 13  Multilane Highway 14   Two-Lane Highway 15   Urban Street Facility 16     Urban Street Segment 17     Signalized Intersection 18    Two-Way Stop 19   All-Way Stop 20  Roundabout 21  Interchange Ramp Term. 22  Off-Street Ped-Bike Facility 23  
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  • 15. Alternative Tool Example: Backup from Signal Mainline vehicles unable to reach the exit lanes Wasted time on the signal approach
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  • 17. Lane and Shoulder Treatments FHWA Managed Lanes Primer Google Street View
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  • 24. Overall Organization of HCM 2010 Volume Target Audience Format % Total Printed Pages I: Concepts New analysts and decision makers Bound & PDF 20 II: Uninterrupted Flow Facilities Analysts Loose leaf & PDF 30 III: Interrupted flow Facilities Analysts Loose leaf & PDF 50 IV: Applications Guide and Supplemental Material Analysts, software engineers, and researchers Live/On-line N/A
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  • 30. Time-Space Domain S1 T2 T3 T4 T5 T1 S4 S5 S6 S7 S8 S2 S3
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  • 32. Facility and Segments Directional Facility Segment Number 1 2 3 4 5 6 7 8 9 10 11 Segment Type B ONR B OFR B B or W B ONR R OFR B Segment Length (ft.) 5280 1500 2280 1500 5280 2640 5280 1140 360 1140 5280 No. Lanes 3 3 3 3 3 4 3 3 3 3 3
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Editor's Notes

  1. A Look Ahead to the 2010 HCM Kittelson & Associates, Inc.
  2. A Look Ahead to the 2010 HCM Kittelson & Associates, Inc.
  3. A Look Ahead to the 2010 HCM Kittelson & Associates, Inc.
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