I - 64

2026-11-03

DESCRIPTION I - 64 WORK TYPE ASPHALT PAVEMENT & ROADWAY REHAB CONTRACT ID - 261112 COUNTY - BATH PCN - DE00600642612 NHPP 0646 ( 068 ) I - 64 I - 64 PAVEMENT REHABILITATION , A DISTANCE OF 05 . 36 MILES . ASPHALT REHAB INTERSTATE / PARKWAY SYP NO . 09 - 22046 . 00 . GEOGRAPHIC COORDINATES LATITUDE 38 : 09 : 26 . 00 LONGITUDE 83 : 40 : 13 . 00 ADT PCN - MB00600642601 NHPP 0646 ( 068 ) I64 OWINGSVILLE GRAYSON RD BRIDGE 00600056R OVER LICKING RIVER AT MP 128 . 9BRIDGE DECK RESTORATION & WATERPROOFING GEOGRAPHIC COORDINATES LATITUDE 38 : 09 : 20 . 00 LONGITUDE 83 : 37 : 07 . 00 ADT NCIDENTAL SURFACING The Department has included in the quantities of asphalt mixtures established in the proposal estimated quantities required for resurfacing or surfacing mailbox turnouts , farm field entrances , residential and commercial entrances , curve widening , ramp gores and tapers , and road and street approaches , as applicable . Pave these areas to the limits as shown on Standard Drawing RPM - 110 - 06 or as directed by the Engineer . In the event signal detectors are present in the intersecting streets or roads , pave the crossroads to the right of way limit or back of the signal detector , whichever is the farthest back of the mainline . Surface or resurface these areas as directed by the Engineer . The Department will not measure placing and compacting for separate payment but shall be incidental to the Contract unit price for the asphalt mixtures . FUEL AND ASPHALT PAY ADJUSTMENT The Department has included the Contract items Asphalt Adjustment and Fuel Adjustment for possible future payments at an established Contract unit price of $ 1 . 00 . The Department will calculate actual adjustment quantities after work is completed . If existing Contract amount is insufficient to pay all items on the contract with the adjustments , the Department will establish additional monies with a change order . ASPHALT PAVEMENT RIDE QUALITY CATEGORY A The Department will apply Pavement Rideability Requirements on this project in accordance with Section 410 , Category A . OPTION A Be advised that the Department will accept compaction of asphalt mixtures furnished for driving lanes and ramps , at 1 inch ( 25mm ) or greater , on this project according to OPTION A in accordance with Section 402 and Section 403 of the current Standard Specifications . The Department will require joint cores as described in Section 402 . 03 . 02 for surface mixtures only . The Department will accept compaction of all other asphalt mixtures according to OPTION B .

Kentucky

2026-05-08