Street Material | Rural Major Collector | Rural Minor Collector | County Local |
Street Material | Rural Major Collector | Rural Minor Collector | County Local |
Asphalt Streets | |||
Surface (1) | 1 inch | 1 inch | 1 inch |
Binder (2) | 2 inches | 2 inches | 2 inches |
Base (2) | 4 inches | 4 inches | 2 inches |
Crushed stone (3) | 15 inches | 15 inches | 12 inches |
Subgrade | P | P | P |
Concrete Streets | |||
Concrete (4) | 8 inches | 8 inches | 7 inches |
Crushed stone | 6 inches | 6 inches | 5 inches |
Subgrade | P | P | P |
NOTES: P=Proof rolled (1) Asphalt surface to be INDOT #11 mix. (2) Binder and base to be INDOT #9 mix. (3) Crushed stone to be #53s or #53s over #2s. (4) Concrete to be 4,000 psi @ 28 days with 5% air. (5) Extra thickness and strengths may be required by the Plan Commission, upon recommendation by the Technical Review Committee, if conditions warrant. All materials and workmanship to meet AASHTO, INDOT 3R, or INDOT Standard Specifications, most recent edition. | |||
(Ord. 1999-2 Table 4.2, passed 2-9-1999)