MARY INGLES HIGHWAY ( KY 8 )

2026-11-03

DESCRIPTION MARY INGLES HIGHWAY ( KY 8 ) WORK TYPE ASPHALT RESURFACING CONTRACT ID - 262160 COUNTY - BRACKEN PCN - MP01200082601 FD05 012 0008 000 - 004 MARY INGLES HIGHWAY ( KY 8 ) ( MP 0 . 000 ) BEGINNING AT THE PENDLETON / BRACKEN COUNTY LINE EXTENDING EAST TO WILLOW CREEK ROAD ( MP 3 . 597 ), A DISTANCE OF 03 . 59 MILES . ASPHALT RESURFACING GEOGRAPHIC COORDINATES LATITUDE 38 : 48 : 11 . 00 LONGITUDE 84 : 12 : 59 . 00 ADT 804 SURFACING AREAS The Department estimates the mainline surfacing width to be 22 feet . The Department estimates the total mainline area to be surfaced to be 51 , 068 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 4 , 220 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 . 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 . 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