Exhibit 3-5. Information Required to Determine Arterial Level of Service |
Data Item |
Source or
Assumptions |
Segment length
(usually the distance to the preceding intersection) |
Scaled from map |
Urban street Class
(usually the same for all segments) |
To be determined in
Problem 1 |
Demand Volume |
Based on traffic
counts |
Peak hour factor (PHF) |
Based on field
measurements |
Free-flow speed |
Set at posted speed +
5 mph |
Cycle length |
Based on field
measurements. Different at each intersection because of isolated
traffic-actuated operation. |
g/c ratio |
Based on field
measurements |
Arrival type |
Always Arrival Type -3
because of isolated operation |
Unit extension
for
traffic-actuated control |
HCM default value of
3.0 sec will be used throughout. |
Initial queue at the
beginning of the analysis period |
Assumed to be zero |
Observed delay not
related to the signal operation. |
No other delays were
observed. |