Crack Seal all asphalt travel lane sections in accordance with GDOT Specifications. The quantities stated in this contract are estimated and should be verified by the contractor. Work preformed under this project will be in accordance with the Georgia Standards and Specifications – Section 401: Cold Mix Patching, Section 407: Asphalt-Rubber Joint and Crack Seal, and Section 827: Pavement Patching Mastic.. Crack sealing operations are to occur on travel lanes only. Any striping damaged or removed due to crack sealing operations will be replaced in kind by the contractor. Any remaining debris, should be removed from the site daily. At all times, the contractor shall have on site a Work Site Supervisor, competent in English, and thoroughly experienced in the type of work being performed. The Supervisor’s main duties are to supervise the work crew. Supervisor may serve as a Worksite Traffic Control Supervisor (WTCS) if properly certified. The Contractor shall schedule all work to ensure the least inconvenience and the utmost in safety to the traveling public, the Contractor’s, and the Department’s forces. The Contractor shall move equipment or materials on or across a traveled way in a manner as not to unduly interfere with traffic. The Department shall have the authority to suspend or stop the Work if weather conditions are such that the Work may be compromised or there is a threat to the safety of the traveling public. The Contractor shall complete the required work of installing, maintaining, and removing the traffic control devices for lane closures and restoring traffic to existing traffic pattern. The Contractor shall detail any required lane closures in the Traffic Control Plan, to be included in the work plan, for Engineer approval. Upon inspection, the Engineer will notify the Contractor the Department’s acceptance or rejection of the Work. All deficiencies in the Work noted by the Engineer shall be corrected by the Contractor within twenty-four (24) hours after notification unless noted otherwise.
