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MCKEE TO DRIP ROCK ROAD (KY 89)


Location
Kentucky
Publication Date
01/08/2019 02:47 PM EST
Closing Date
01/25/2019 10:00 AM EST
Issuing Organization
Commonwealth of Kentucky - Transportation Cabinet
Solicitation Number
Description

Specifications include, but are not limited to: MCKEE TO DRIP ROCK ROAD (KY 89) (MP 21.740) BEGIN 5734 FEET NORTH OF LAKES CREEK ROAD EXTENDING NORTH TO KY 3446 (MP 24.751), A DISTANCE OF 03.01 MILES.PAVEMENT (WITH ALTERNATES) GEOGRAPHIC COORDINATES LATITUDE 37:30:13.01 LONGITUDE 83:59:37.89 This work consists of constructing a cold -laid, polymer -modified, emulsified asphalt pavement course to fill ruts or provide an intermediate or surface course for existing pavements. The paving mixture is composed of a polymer -modified emulsified asphalt, crushed aggregate, mineral filler, water, and possibly other additives. Follow the requirements outlined in ASTM D 6372, Standard Practice for Design, Testing, and Construction of microsurfacing, with modifications as found in this note. Apply this material according to the lines, grades, and typical cross -sections in the plans or as established by the Engineer. 2.1 Mineral Filler. Use Portland Cement, Type I, conforming to Section 801. 2.2 Aggregate. Provide 100 -percent crushed aggregate conforming to Sections 804 and 805. Contrary to Subsection 403.03.03, provide polish -resistant aggregate in the asphalt mixture conforming to one of the following requirements: Microsurfacing Type A · 100 percent of total combined aggregate is Class A polish -resistant aggregate. · Microsurfacing Type B · 100 percent of total combined aggregate is Class B or Class A polish - resistant aggregate. · Microsurfacing Type D · No polish -resistant aggregate requirements.

Source
https://transportation.ky.gov/Construction-Procurement/Pages/proposals.aspx?letting=1/25/2019 (opens in a new window)

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