CYNTHIANA - BROOKSVILLE ROAD ( KY 19 )

2026-11-03

DESCRIPTION CYNTHIANA - BROOKSVILLE ROAD ( KY 19 ) WORK TYPE ASPHALT RESURFACING CONTRACT ID - 262060 COUNTY - HARRISON PCN - MP04900192601 FD05 049 0019 000 - 003 CYNTHIANA - BROOKSVILLE ROAD ( KY 19 ) ( MP 0 . 000 ) BEGINNING AT US 62 EXTENDING NORTH TO THE HARRISON - BRACKEN COUNTY LINE ( MP 2 . 862 ), A DISTANCE OF 02 . 86 MILES . ASPHALT RESURFACING GEOGRAPHIC COORDINATES LATITUDE 38 : 32 : 20 . 00 LONGITUDE 84 : 09 : 49 . 00 ADT 667 URFACING AREAS The Department estimates the mainline surfacing width to be varied 19 - 22 feet . The Department estimates the total mainline area to be surfaced to be 36 , 340 square yards . The Department estimates the shoulder width to be 1 foot on each side . The Department estimates the total shoulder area to be surfaced to be 3 , 358 square yards . ASPHALT MIXTURE Unless otherwise noted , the Department estimates the rate of application for all asphalt mixtures to be 110 lbs / sy per inch of depth . DGA BASE FOR SHOULDERS Unless otherwise noted , the Department estimates the rate of application for DGA Base for Shoulders to be 115 lbs / sy per inch of depth . The Department will not measure necessary grading and / or shaping of existing shoulders prior to placing of DGA Base , but shall be incidental to the Contract unit price per ton for DGA Base . Accept payment at the Contract unit price per ton as full compensation for all labor , materials , equipment , and incidentals for grading and / or shaping of existing shoulders and furnishing , placing , and compacting the DGA Base . INCIDENTAL 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 . OPTION B Be advised that the Department will control and accept compaction of asphalt mixtures furnished on this project under OPTION B in accordance with Sections 402 and 403 .

Kentucky

2026-05-08