Highway capacity manual k factor

(KD). The K factor is the percentage of AADT during the peak hour for both directions of travel. The D factor is the percentage of the peak hour travel in the peak direction. KD multiplied with the AADT gives the one way peak period directional flow rate or the design hourly volume (DHV). The design hourly volume is used for either Operational Analysis or Design Analysis. Refer to the . The global inputs include information for free-flow speed, peak hour factor (PHF), percent heavy vehicles, and K-factor. Future conditions analyses might also require a global growth factor. Planning and Preliminary Engineering Applications Guide to the Highway Capacity Manual Section C-1 C-2 C-3 C-4 C-5 C-6 C-7 Section type Basic Ramps. K-Factor MEPDG Highway Capacity Manual Highway Performance Monitoring System Design/Planning Analysis Hour Factor Mechanistic Empirical Pavement Design Guide PTMS Portable Traffic Monitoring Site T% Truck Percent WIM Weigh In Motion. 6 CHAPTER 2 BACKGROUND.

Update Highway Capacity Manual ARC's Multi-modal LOS Analysis Highway Capacity Manual aLevel Playing Field Bruce W. Landis, P.E., AICP Vice President Sprinkle Consulting, Inc. The Highway Economic Requirements System (HERS) capacity procedures, completed in , adapted the Highway Capacity Manual (HCM) capacity calculation methods. (Task 6 Technical Memo: Procedures for Estimating Highway Capacity, May ) Freeways—ramp density, peak-hour factor. The K factor is the percentage of AADT during the peak hour for both directions of travel. The D factor is the percentage of the peak hour travel in the Highway Capacity Manual for more details. Following is a glossary of terms used in this listing of peak hour volume data: Dir.

• HIGHWAY CAPACITY MANUAL • ITRE NCLOS SOFTWARE VERSION •LEVEL OF SERVICE COMMITTEE. average K Factor/Directional (Maximum LOS) EXAMPLE 2. traffic analysis software and on user perspectives of the Highway Capacity Manual (HCM) procedures. Michael Mahut and Pete Sykes provided valuable input to the material on dynamic traffic assignment. The results of this effort were incorporated into the Edition of the HCM under NCHRP Project Highway Capacity Manual: A Guide for Multimodal Mobility Analysis Chapter 31/Signalized Intersections: Supplemental Contents Work Zone Presence Adjustment Factor.