Doing Business Access Permit

Procedures and Standards for Commercial, Industrial, and
Subdivision Access to State Highways

ILLUSTRATIONS

Pavement Details
(On a Sub-base Acceptable to the Chief Engineer or His Representative)
To Consist of one of the following:

1. 1 1/2" Hot Mix Asphalt Surface, SF
   8" Hot Mix Asphalt Base, BC (two 4" lifts),

2. 1 1/2" Hot Mix Asphalt Surface, SF
   6" Hot Mix Asphalt Base, BC (two 3" lifts),
   6" Base Course using Graded Aggregate

3. 1 1/2" Hot Mix Asphalt Surface, SF
   6" Hot Mix Asphalt Base, BC (two 3" lifts)
   7" Base Course using Bank Run Gravel-Base Aggregate
   (one 3" and one 4" course)

4. 1 1/2" Hot Mix Asphalt Surface, SF
   6" Hot Mix Asphalt Base, FC (two 3" lifts)
   12" Capping Borrow,

5. 1 1/2" Hot Mix Asphalt Surface, SF
   3 1/2 Hot Mix Asphalt Base, BC
   12" CR-6 (placed in three 4" courses), or
   12" Base Course using Graded Aggregate (three 4" courses)

6. 9" Reinforced Portland Cement Concrete Pavement
   for required roadway widening, turning or storage lanes, and
   entrance proper; flowline to right-of-way line

7. 8" Plain Portland Cement Concrete Pavement shall/may be used
   for entrance proper.

SF* The Hot Mix Asphalt surface lift should match the adjacent highway surface. For improvements with high truck traffic and heavy axle weights a 2" lift of Hot Mix Asphalt Surface, SC should be placed in lieu of the 1 1/2" lift of SF.

Back to the illustration list

• Type "A" Combination Curb and Gutter
• Type "A" Curb
• Type "C" Combination Curb and Gutter
• Type "C" Curb

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