QnA-18Q5034.pdf

W912MM18Q5034

August 15, 2018

Q1: Contraction Joint Detail shows a hot pour sealant, is this required?

A1: There are no contraction joints in this project. Please disregard the Contraction Joint Detail.

For clarification, no concrete joints will be sealed in this project. For plan sheet 1 there are two expansion joints that run the (50 ft.) width of the MAC Pad, and one full depth butt joint formed bulk head at the edge of the trough (shown on the Concrete Pavement and Trough Detail) that runs the full (150 ft.) length of the Pad. All other joints are saw cut joints.

Q2: Do the joint edges need to be beveled?

A2: No, vertical edged joints are fine.

Q3: Is concrete testing required.

A3: Yes, concrete testing is required and will be at the expense of the Contractor - pre the Specifications.

Q4: Are any other tests required?

A4: There is no requirement for base or sub base testing.

Q5: What is the required finish on the steel cover plate?

A5: Factory primer is acceptable.

Q6: Is wire mesh required in the concrete.

A6: No, wire mesh is not required.

Q7: Will erosion control be required?

A7: Erosion control is only required for soil disturbance over 1 acre; so no erosion control will be required for this project.