(A) Local and cul-de-sac streets.
(1) Asphalt:
1.5 inches | Hot asphaltic surface course (165#/syd.) |
3.5 inches | Hot asphaltic binder course (385#/syd.) |
8.0 inches | Compacted aggregate base |
13.0 inches | Total minimum thickness |
or
(2) Eleven and one-half inches full depth asphalt consisting of:
1.5 inches | Hot asphaltic surface course (165#/syd.) |
6.0 inches | Hot asphaltic base course (660#/syd.)
|
4.0 inches | Compacted aggregate base |
11.5 inches | Total minimum thickness |
or
(3) Plain cement concrete:
6.0 inches | Portland cement concrete |
4.0 inches | Compacted aggregate base |
10.0 inches | Total minimum thickness |
(4) Shoulders: The minimum width of shoulders, where required, shall be 6 feet. The shoulder width shall be measured from the edge of pavement to the point of intersection of the shoulder slope and side of slope.
(B) Collector streets.
(1) Asphalt:
1.5 inches | Hot asphalt surface course (165#/syd.) |
4.0 inches | Hot asphalt binder course (440#/syd.) |
12.0 inches | Compacted aggregate base |
17.5 inches | Total minimum thickness |
or
(2) Seventeen inches full depth asphalt consisting of:
2.0 inches | Hot asphaltic surface course (220#/syd.) |
9.0 inches | Hot asphaltic base course (990#/syd.) |
6.0 inches | Compacted aggregate base |
17.0 inches | Total minimum thickness |
or
(3) Plain cement concrete:
8.0 inches | Portland cement concrete |
6.0 inches | Compacted aggregate base |
14.0 inches | Total minimum thickness |
(3) Plain cement concrete: 8 inches of portland cement concrete.
(4) Shoulders: Eight feet wide shoulders shall be constructed with 4 inches of No. 5 compacted stone and 4 inches of No. 73 compacted stone, compacted with a minimum 8 ton roller. The stone shall be primed with AEP Prime oil applied at a rate of 0.03 gallons per square yard.
(C) Arterial streets.
(1) Asphalt:
2.0 inches | Hot asphaltic surface course (220#/syd.) |
5.0 inches | Hot asphaltic binder course (550#/syd.) |
12.0 inches | Compacted aggregate base |
19.0 inches | Total minimum thickness |
or
(2) Twenty inches full depth asphalt consisting of:
2.0 inches | Hot asphaltic surface course (220#/syd.) |
12.0 inches | Hot asphaltic base course (1,320#/syd.) |
6.0 inches | Compacted aggregate base |
20.0 inches | Total minimum thickness |
or
(3) Plain cement concrete:
10.0 inches | Portland cement concrete |
6.0 inches | Compacted aggregate base |
16.0 inches | Total minimum thickness |
(4) Shoulders: Eight feet wide shoulders shall be constructed with 4 inches of No. 5 compacted stone and 4 inches of No. 73 compacted stone, compacted with a minimum 8-ton roller. The stone shall be primed with AEP Prime oil applied at a rate of 0.03 gallons per square yard.
(Prior Code, § 155.37) (Am. Ord. 1-2015, passed 2-9-2015)