T32 - D3 - PCC - HenryI - 75 & I - 675 - 0000183819

2026-11-03

Work under this contract consists of removing and replacing Portland Cement Concrete roadway slabs , as well as Spall Repair and Fiber Reinforced Crack Repair on SR 401 ( I 75 ) and SR 413 ( I - 675 ) in Henry County . The Project limits are from Mile Post 226 - 228 . 48 on I - 75 and MP 0 – 0 . 73 on I - 675 in the Northbound and Southbound lanes . The contractor shall furnish all labor , materials , equipment , means of transportation and incidentals necessary to perform work . Attached is a map and a list of approximate quantities for estimating purposes only . It is the intent of this contract that all damaged slabs , cracks , spalls , and joints be repaired within the project limits . This project shall be bid per line item . A . Removal items : Existing slabs , spalls , and cracks wider than ½ inch shall be removed and disposed of by the Contractor daily . All dust and debris resulting from work on this contract shall be removed daily from any shoulders and roadway surfaces at no additional cost to the Department . All debris shall be removed from underneath guard rails to allow for positive drainage . B . Replacement slabs shall be constructed according to Pavement Details P - 2 . C . Slabs are estimated to be 10 inches in depth . Additional quantities added for slabs that may be over 10 inches in depth as well as for areas that may have gotten worse since the time of vetting . D . One off approach slab shall be replaced on the I - 675 south bound bridge over I - 75 . The cost of removal and replacement shall be included in the bid item . E . Disturbance to the base below slabs shall be repaired properly at no cost to the Department . F . Slabs that are cracked but not to the severity that warrant replacement shall be sealed as per the item Fiber Reinforced Crack Repair . All locations are to be determined at the engineer ’ s discretion . G . Spalls and cracks shall be repaired with a type IV fiber reinforced concrete material that is grey in color as per specifications and QPL 27 . This work should follow Detail P - 3 . H . Use preform tape with contrast for striping . The contractor shall replace all striping and RPMs that are affected by the work . This work shall be included in the bid item for traffic control . I . The contractor shall seal all joints made during this work . J . The contractor shall fill all core holes with Fiber Reinforced Material that is Grey in color . K . The contractor shall patch the asphalt shoulder in various locations on I - 75 and I - 675 . Areas needing patching shall be milled 2 feet wide to a depth of at least 6 inches . 19 MM Superpave asphalt will be installed after the milling , cleaning and tacking operation . Milling , cleaning , tacking , and paving shall be bid per the patching line item . L . All quantities attached are for estimating purposes only . The contractor shall verify all quantities onsite for bid purposes . M . Work shall be performed between 10 : 00 P . M . and 5 : 00 A . M . N . Work times may be altered at the Engineer ’ s discretion due to traffic volume . O . Any damage to signs , guardrail , or concrete structures ( i . e . ditch paving , bridge decks , headwalls , etc .) or any other asset that is determined as GDOT property shall be repaired at no additional cost to the Department . P . Any areas approved by the Department for the purpose of staging equipment and materials for the project shall be cleaned of all debris and trash . If soil is disturbed in these areas , the Contractor shall grade the areas smoothly to provide positive drainage and grass and mulch the area as directed by the Engineer before final payment is requested . Q . The Contractor shall be responsible for locating ( or having located ) any utilities ( such as water , gas , telephone , power ) if required .

Georgia

2026-04-29