Streets shall be paved from edge of gutter pan to edge of gutter pan. 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
7
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
Minor or Major Arterial
Pavement is to be designed. For asphalt, use 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.