User:Hoskir/Revision Request 4190: Difference between revisions
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Created page with "='''REVISION REQUEST 4190'''= copy only table 490.16.4 {| class="wikitable" style="text-align: center;" |+ '''Table 940.16.4''' ! style="background:#BEBEBE" | Driveway Traffic Category !! style="background:#BEBEBE" | Average Daily Traffic Using Driveway !! style="background:#BEBEBE" | Peak Hour Traffic Using Driveway !! style="background:#BEBEBE" | Width at Right of Way Line With Two-Way Access<sup>6</sup> !! style="background:#BEBEBE" | Width at Right of Way Line With..." |
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|colspan="7"| <sup>7</sup> Larger widths up to 60ft may be allowable dependent on the type of agricultural activities and equipment the driveway would be expected to accommodate based on engineering judgement. | |colspan="7"| <sup>7</sup> Larger widths up to 60ft may be allowable dependent on the type of agricultural activities and equipment the driveway would be expected to accommodate based on engineering judgement. | ||
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Revision as of 11:10, 15 June 2026
REVISION REQUEST 4190
copy only table 490.16.4
| Driveway Traffic Category | Average Daily Traffic Using Driveway | Peak Hour Traffic Using Driveway | Width at Right of Way Line With Two-Way Access6 | Width at Right of Way Line With Two-Way Access6 | Right-Turn Radius for Driveways in Urban Areas (At or below 45 mph Posted Speed) | Right-Turn Radius for Driveways in Rural Areas (Greater than 45 mph Posted Speed) |
|---|---|---|---|---|---|---|
| Residential | 0 - 100 | 0 - 10 | 20 ft.1 - 30 ft.2 | NA | 10 ft. | 25 ft. |
| Agricultural7 | 0 - 100 | 0 - 10 | 30 ft.1 - 40 ft.2 | NA | 20 ft. - 30 ft.5 | 30 ft. - 40 ft.5 |
| Low Volume Commercial/Industrial | < 1500 | < 150 | 28 ft.2 - 42 ft.3 | 20 ft.1 | 25 ft. | 50 ft. |
| Medium Volume Commercial/Industrial | 1,500 - 4,000 | 150 - 400 | 42 ft.3 - 54 ft.4 | 20 ft.1 - 30 ft.2 | Design to handle typical large truck that uses the driveway | Design to handle typical large truck that uses the driveway |
| High Volume Commercial/Industrial | > 4000 | > 400 | Determined through a traffic study - normally 42 ft. or greater | Generally not applicable | Design to handle typical large truck that uses the driveway | Design to handle typical large truck that uses the driveway |
| 1 One-lane driveways. | ||||||
| 2 Driveway striped for two lanes. | ||||||
| 3 Driveway striped for three lanes. | ||||||
| 4 Driveway striped for four lanes. | ||||||
| 5 Uncurbed radius or taper | ||||||
| 6 Larger widths up to 60ft may be allowable when right of way is too narrow to accommodate turning radius or based on engineering judgment. | ||||||
| 7 Larger widths up to 60ft may be allowable dependent on the type of agricultural activities and equipment the driveway would be expected to accommodate based on engineering judgement. | ||||||