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Viewing inquiries for 10-1C9404

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Inquiry #1: What is the maximum depth of the unsound bridge deck concrete?
Inquiry submitted 06/30/2020

Response #1:Submitted for consideration.
Response posted 07/02/2020


Response #2:Refer to Detail "Joint and Deck Repair Detail" on sheet no. 22 of 24 of current contract plans.
Response posted 07/06/2020




Inquiry #2: For the finger joint plate replacements, what is the required grade of steel and coating system?
Inquiry submitted 07/01/2020

Response #1:Submitted for consideration.
Response posted 07/02/2020


Response #2:Please refer to section 75 of 2018 Standard Specifications.
Response posted 07/06/2020




Inquiry #3: Regarding the answer to inquiry #1, the 2.5" concrete removal is shown as the MINIMUM removal depth.

Question #1 was asking what the MAXIMUM removal depth may be. What is the MAXIMUM depth of bridge deck concrete to remove?

Do contractors need to concerns themselves with providing protective covers throughout the bridge to protect against potential full-depth removal? Or is full-depth removal unanticipated?

Inquiry submitted 07/06/2020

Response #1:The maximum depth should be authorized by the Engineer. Refer to Detail "Joint and Deck Repair Detail" on sheet no. 22 of 24 of current contract plans.
Protective covers may be required for joint reconstruction work.
Refer to Section 60-2 of the Standard Specifications for requirements of protective covers. The Contractor determines exact locations of, and methods of providing, protective covers.
Section 60-2.02C(2) of the Standard Specifications requires protective covers over traffic, unless a portion of the structure can satisfy the requirements of protective covers.

Response posted 07/07/2020


The information provided in the responses to bidder inquiries is not a waiver of Section 2-1.07, "JOB SITE AND DOCUMENT EXAMINATION" of the Standard Specifications or any other provision of the contract, nor to excuse the contractor from full compliance with the contract. Bidders are cautioned that subsequent responses or contract addenda may change a previous response.