9.3.4.3 Highways

The LOS thresholds for multi-lane highway segments are the same as basic freeway segments. The thresholds for weaving segments on multi-lane highways, however, are different than the thresholds for freeway weaving segments, as presented in . The LOS criteria for freeway merge and diverge segments are used for merge and diverge segments on multi-lane highways. See for HCM’s LOS criteria for multi-lane highways.
LOS criteria for two-lane highways are based on three performance measures: ATS, PTSF, and PFFS. ATS is the segment length divided by average travel time for the segment. See
Chapter 4
for definitions of PFFS and PTSF. Additional information, with
example
applications, is available in HCM 7th Edition Chapter 26 (freeway and highway segments), Chapter 27 (freeway weaving), and Chapter 28 (freeway merges and diverges). See for the LOS criteria for two-lane highways in the HCM.
Table 9-10: HCM’s LOS Criteria for Multi-lane Highway Segments
LOS
Density (pc/mi/ln)
A
≤ 11
B
>11-18
C
>18-26
D
>26-35
E
>35-45
F
Demand exceeds capacity OR density > 45
Table 9-11: HCM’s Motorized Vehicle LOS for Two-Lane Highways
LOS
Follower Density
(followers / mi / ln)
Higher-Speed Highways Posted Speed Limit ≥ 50 MPH
Lower-Speed Highways Posted Speed Limit < 50 MPH
A
≤ 2.0
≤ 2.5
B
> 2.0 – 4.0
> 2.5 – 5.0
C
> 4.0 – 8.0
> 5.0 – 10.0
D
> 8.0 – 12.0
> 10.0 – 15.0
E
> 12.0
> 15.0
F
Demand exceeds capacity