Opening to Traffic. Do not permit traffic over sealed joints without the approval of the Engineer.
Opening to Traffic. Revise to read as follows:
Opening to Traffic. For normal strength patches, do not open the repaired area to traffic until the concrete has obtained a minimum compressive strength of 3,000 pounds per square inch, when tested according to PTM No. 604.
Opening to Traffic. Complete each application of all types of traffic stripes and allow to thoroughly dry before opening to traffic. At a minimum, delineate center lines on undivided roadways and broken lines between lanes before the traveled way is opened. The RE will determine when the traveled way can be opened to traffic.
Opening to Traffic. Complete each application of thermoplastic traffic markings and allow to thoroughly dry before opening to traffic. The RE will determine when the traveled way can be opened to traffic.
Opening to Traffic. Open to traffic as specified in 422.03.01.G.
Opening to Traffic. Heavy truck traffic and other heavy equipment will not be allowed on the RCC pavement until representative concrete test cylinders achieve 3,000 psi and at least 3 days old. All compressive strength concrete test cylinders shall be made and tested in accordance with ASTM 1435 and AASHTO T22. However, limited automobile and light truck traffic may be allowed on the RCC as soon as the concrete is sufficiently cured to prevent significant marring. No permanent traffic will be allowed on the pavement until construction of the joints, including all sawing, sealing, and curing that is required, has been completed.
Opening to Traffic. THE FOLLOWING IS ADDED AFTER THE LAST PARAGRAPH: Ensure that RPMs are installed and rumble strips are constructed within 14 days of opening each day’s surface paving to traffic. J. Ride Quality Requirements.
Opening to Traffic. No vehicular traffic or loads shall be permitted on the newly completed HMA pavement until adequate stability has been attained and the material has cooled sufficiently to a temperature of 140o F (60o C) or less as indicated by a surface type thermometer. Materials are Hot Mix Asphalt Type I approved, HMA MASS Top and Tack. Design to be on all load slips, load slips for each road shall be kept in order of each truck delivering mix. A sufficient number of trucks for transporting the HMA to the site will be required. The plane of the finished surface shall be smooth and acceptable to the Highway Supt. The Town of Becket reserves the right to take a sample out of any haul truck or paver at any given time or to check temperature of the material on the jobsite and in any haul truck. Contract Period: The Contract period for this IFB is construction season of 2022 between April 1, 2022 and December 1, 2022. The Contractor shall provide a xxxxxxx onsite to resolve any issues that may arise. Questions may be directed to Highway Superintendent Xxxxxx Xxxxxxx at 000-000-0000 or email xxxxxxx@xxxxxxxxxxxx.xxx All questions must be in writing. Respectfully, Xxxxxx Xxxxxxx Highway Superintendent Xxxxxxx Xxxx and Xxxxxx Xx. Chapter 90 unit pricing Xxxxxxx Xxxx Xx. Type 1 HMA Top - Price per Ton in place Xxxxxxx Xxxx Xx. Tack – Price per - Gallon in place Cater Rd. Type 1 HMA Top - Price per Ton in place Xxxxxx Xx. Tack – Price per - Gallon in place Additional Requirements:
Opening to Traffic. Prior to opening a milled area to traffic, the milled surface shall be thoroughly swept with a mechanical sweeper to remove all remaining xxxxxxxx and dust. This operation shall be conducted in a manner so as to minimize the potential for creation of a traffic hazard and to comply with local, State, and Federal air pollution control laws and regulations. Any damage to vehicular traffic as a result of milled material becoming airborne is the responsibility of the Contractor and shall be repaired at the Contractor’s expense. Temporary pavement markings shall be placed in accordance with the provisions of Subsection 850.64.
