U.S. 95/Styner-Lauder Avenue
Traffic volume data were collected manually at the intersection over a period of three days. The data in Exhibit 1-7 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.
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Exhibit 1-7. Existing traffic volumes, U.S. 95/Styner-Lauder Avenue |
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| 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 |
Projections were made for a ten year horizon, assuming that the existing 2 percent per year growth continues. The results of these projections are given in Exhibit 1-8.
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Exhibit 1-8. Projected ten-year traffic volumes, U.S. 95/Styner-Lauder Avenue |
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| Approach | LT (veh/hr) | TH (veh/hr) | RT (veh/hr) |
| Eastbound | 61 | 91 | 98 |
| Westbound | 67 | 98 | 152 |
| Northbound | 38 | 435 | 61 |
| Southbound | 72 | 478 | 201 |
The figures below show the existing U.S. 95/Styner-Lauder Avenue intersection geometry.
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| Schematic of Intersection Geometry | Aerial Photograph of Intersection Geometry |