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U.S. 95/Styner-Lauder Avenue-Conditions
During Summer Periods
Traffic volume data were collected manually
at the intersection over a period of three days. The data in Table 1 represent
the average values for the peak 15 minute period during the afternoon peak
period.
The data for the existing and projected
ten-year traffic volumes are given in the tables below. The figures show
the existing intersection geometry.
|
Table 1. Existing traffic volumes,
U.S. 95/Styner-Lauder Avenue |
| Approach |
LT (veh/hr) |
TH (veh/hr) |
RT (veh/hr) |
| Eastbound |
50 |
75 |
80 |
| Westbound |
55 |
80 |
125 |
| Northbound |
31 |
357 |
50 |
| Southbound |
59 |
392 |
165 |
The heavy vehicle distribution in the U.S. 95 traffic stream is
25 percent.
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