Viewing inquiries for 11-2M9404

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Inquiry #1: The spec for the slurry seal reads to use a continuous self-loading mixing machine.Would the State consider changing to the use of truck mount slurry machines instead?
Inquiry submitted 03/21/2017

Response #1:Submitted for consideration.
Response posted 03/22/2017




Inquiry #2: The 3/8" aggregate gradation, specified at Section 37-2.04B(6)of the special provisions, is an inadequate size for the application intended. consider the 1/2" gradation instead.
Inquiry submitted 03/23/2017

Response #1:Submitted for consideration.
Response posted 03/23/2017




Inquiry #3: On sheet 1 and 3 from PM 35.3 to approx. 300 feet east of, the asphalt rubber binder chip seal application as designed will be susceptible to flushing and shoving of the membrane. this section should be designed for an HMA overlay section.
Inquiry submitted 03/23/2017

Response #1:Submitted for consideration.
Response posted 03/23/2017






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.