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Planning-level tools for Freeway analyses

Dr. Fabio Sasahara2024-07-18T15:00:02+00:00July 15, 2024|
Dr. Fabio Sasahara
Dr. Fabio Sasahara

The Highway Capacity Software (HCS) offers planning-level tools to streamline high-level analyses of freeway facilities. In these studies, the analyst seeks to quickly identify, without the need of several detailed inputs, which improvement alternatives may be worthy of further detailed analysis.

This article discusses two planning-level tools for Freeway analyses: Service Volumes and Design Analysis. Both can be accessed when performing a single-segment analysis using HCS.

Planning level checkboxes in HCS Freeways

Planning level checkboxes in HCS Freeways

Design Analysis

In design analysis, a known demand volume is used to determine the number of lanes needed to deliver a target LOS. Once the “Design Analysis” checkbox is selected, a new table will be added to the bottom of the formatted report:

Design Analysis Table Report – HCS

Design Analysis Table Report – HCS

This table can be interpreted as follows: if the subject segment is built with 2 lanes, it will yield a LOS F; if built with 3 lanes, a LOS E will be obtained, and so on.

Service Volumes

Generalized service volume tables are a planning-level tool that quickly shows what volumes (hourly and daily) can be served in the subject segment for a target LOS. Once the “Service Volumes ” checkbox is selected, a new table will be added to the bottom of the formatted report:

Service Volumes Table Report – HCS

Service Volumes Table Report – HCS

The rows in the table above can be interpreted as follows:

  1. Maximum 15-min hourly flow rate accommodated for LOS i (pc/h/ln), one direction
  2. Maximum peak hour flow rate accommodated for LOS i (veh/h), one direction
  3. Maximum hourly volume accommodated for LOS i (veh/h), one direction
  4. Maximum daily volume accommodated for LOS i (veh/day), one direction
  5. Maximum daily volume accommodated for LOS i (veh/day), two directions (AADT)

Example: An agency is evaluating future scenarios with an expected annual growth rate, and needs to determine in which analysis year a certain segment is going to reach the boundary of LOS D and E. Based on the table above, LOS E is reached at a flow rate of 2,111 pc/mi/ln, which would correspond to an hourly volume of 5,630 veh/h. This peak hour volume can also be converted to daily volumes in one or two directions by applying K and D factors. In this same case, LOS E would be reached for an AADT of 102,400 veh/day.

Note that when the “Service Volumes” checkbox is selected, the input boxes for K and D also become enabled:

K and D factors as inputs to the Service Volumes analysis

K and D factors as inputs to the Service Volumes analysis

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