Subproblem 4b - Page 2 of 4 |
ID# C304B02 |
Sub-problem 4b:
Two-way Stop Controlled
Analysis
What movements are considered in the HCM procedures?
The HCM procedures compute
the capacity, control delay, and level of service for all movements that must
yield to other movements, including the left turns from the major street.
Through and right-turn movements on the major street are excluded from the
analysis and are assumed to have no delay.
This simplifying
assumption raises a point of interest. Heavy vehicles making right turns
will sometimes cause significant delays to traffic on the major street. This
phenomenon is overlooked by the HCM procedure. If such delays are of concern
to a particular analysis, it will be necessary to apply microscopic
simulation modeling tools to supplement the HCM analysis. For purposes of
this discussion, we will assume that traffic delay to the through movements
on the major street is not an issue.
Exhibit 3-29. LOS Thresholds for
TWSC Intersections
(HCM Exhibit 17-2) |
LOS |
Average Control Delay
(sec/veh) |
A |
≤ 10 |
B |
> 10–15 |
C |
> 15-25 |
D |
> 25-35 |
E |
> 35-50 |
F |
>50 |
What is the basis for determining LOS in the unsignalized
intersections methodology?
The level of service is
based on the control delay according to Exhibit 3-29. HCM Chapter
17 prescribes the full procedure for computing control delay.
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