Streets shall be paved from edge of gutter pan to edge of gutter pan. Pavement width, grade and crown shall be as set forth in Section 1226.02. The pavement may be either asphalt concrete, Portland cement concrete or a composite of the two and shall be constructed in accordance with the following:
Pavement Type/Street Classification | Asphaltic Concrete | Portland Cement Concrete Non- reinforced | Composite | ||||||
304 Base Thickness | 301 Base Thickness | 402 Intermed. Course | 404 Wearing Course | 452 Thickness | 305 Base Thickness | 402 Intermed. Course | 404 Wearing Course | ||
Local; Less than 500' in length | option 1 option 2 | 6 - | - 4.5 | 2.75 1.25 | 1.25 1.25 | 6 | 5 | - | 1.5 |
Local; 500' or more in length | option 1 option 2 | 6 - | - 4.5 | 3 1.25 | 1.5 1.25 | 7 | 6 | - | 1.5 |
Collector | option 1 option 2 | 8 - | - 6 | 3 1.25 | 1.5 1.25 | 8 | 7 | 2 | 1.5 |
Industrial | option 1 option 2 | 8 - | 4 6 | 1 3 | 1 w/fibers 1 w/fibers | 9 | 8 | 2 w/fibers | 1.5 w/fibers |
Minor or Major Arterial | Pavement is to be designed. For asphalt, use the the asphalt institute thickness design procedures as set forth in Manual Series No. 1(MS-1) | For concrete, use the Ohio Ready Mix Concrete Assoc., Ohio Concrete Pavers Council, and Portland Cement Assoc. Design Manual - "Portland Cement Concrete Pavements". | |||||||
Fibers shall be polypropylene. Contact City Engineer for detailed specifications. | Thicknesses are in inches. | ||||||||
(Ord. 93-62. Passed 10-03-94)