§ 154.061 MINIMUM PAVEMENT THICKNESS.
   (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)