Plans and Proposals

DOT Response

Common acceptable methods include paint that is similar in color, shot blasting, water blasting, grinding.

Submitted: 11/2/2026 4:02:41 PM

DOT Response

Reinforcement should be provided in the roadway slabs over the sleeper slabs for the full width of the PCC, including the shoulders.

Submitted: 10/30/2026 3:58:52 PM

DOT Response

Refer to section 20 sheet 2 and the section 90 sheets for the dowel basket lengths. The reinforcement over the pipes should match the dowel basket lengths at each location, while following the details of section 20 sheet 13.

Submitted: 10/30/2026 3:55:06 PM

DOT Response

Trim base course under the proposed concrete section as specified in 302.04 C.3, "Surface Tolerance Type C." Trim base course placed below the asphalt shoulder as specified in Section 302.04 C.2, “Surface Tolerance Type B.”

For the sidewalks, the governing requirement is the subgrade tolerance of a maximum 1/2-inch deviation in 10 feet, together with the standard drawing requirement for the 4-inch base beneath the sidewalk. 

Submitted: 10/30/2026 3:52:41 PM

DOT Response

Yes. This would apply to all 550 concrete being placed.

Submitted: 10/30/2026 3:48:45 PM