Site work and paving for a road / highway in Francisville, Kentucky. Completed plans call for site work for a road / highway; and for paving for a road / highway.

Boone County Fd05 008 0237 006-010 : North Bend Road (Ky 237) (Mp 6.495) Begin at Golf Club Drive Extending North To 365 Feet South of Ky 20 (Mp 9.219), a Distance of 2.72 Miles. Pavement (With Alternates). The Department Will Only Accept Bidder Registration Forms From Contractors Who Are Prequalified in the Work Categories of the Particular Project. Registration Will Be Closed at 3:00 Pm on the Day Preceding the Letting. KYDOT - Call 301 - Pavement (With Alternates) - North Bend Road (KY 237) This specification covers the requirements and practices for applying a non-tracking tack asphalt coating. Place this material on the existing pavement course, prior to placement of a new asphalt pavement layer. Use when expedited paving is necessary or when asphalt tracking would negatively impact the surrounding area. This material is not suitable for other uses. Ensure material can "break" within 15 minutes under conditions listed in 3.2. The KYCT (Kentucky Method for Cracking Test) and the Hamburg test results will help determine if the mixture is susceptible to cracking and rutting. During the experimental phase, data will be gathered and analyzed by the Department to determine the durability of the bituminous mixes. Additionally, the data will help the Department to create future performance -based specifications which will include the KYCT and Hamburg test methods. 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. Unless otherwise noted, Section references herein are to the Department's Standard Specifications for Road and Bridge Construction, current edition. All applicable portions of the Department's Standard Specifications apply unless specifically modified herein.