Specifications include, but are not limited to: This project consists of pavement resurfacing/rehabilitation of US Route 6 between I-295 and Eastern Project limits, RI-94 between RI-101 and US Rte 44, and East Road in Tiverton between RI-179 and RI-81. The work on this project will include, but not be limited to, site preparation, micromilling, reclaiming existing pavement, minor swale regrading/reshaping, provide a new asphalt pavement structure, and cleaning existing storm drainage system. Also, included are new pavement markings, placing of loam and seeding, maintain traffic control, and other related items of work, complete in place and accepted, as necessary to complete the work of this Contract to the satisfaction of the Department.; PRECAST CONCRETE BYPASS MANHOLE 4’ x 6’ RECTANGLE WITH WEIR: This work item shall consist of furnishing RI Standard square manhole (4.3.0) with modified dimensions of 4’ x 6’ rectangular manhole with weirs at the locations shown on the Plans and/or as directed by the Engineer. The manholes shall conform to the Section 702 of the Standard Specifications for Road and Bridge Construction, amended 2018, including all revisions. ; The Contractor shall install the Manholes with Weirs at the locations shown on the Plans and/or as directed by the Engineer. The weirs shall be cast in place or masonry construction with a crest elevation as shown on the plans. ; 3” PAVED WATERWAY CLASS 9.5 HMA: This work consists of constructing paved ditches, flumes, or gutters with cobble stones, Portland cement concrete, bituminous concrete, or other such materials or combinations thereof, in reasonably close conformity with the lines and grades indicated on the Plans or as directed by the Engineer, all in accordance with these Specifications.; Reclaimed Borrow and/or Gravel Borrow base shall conform to the requirements of Subsection M.01.02 of these Specifications. Surplus reclaimed borrow shall be used unless directed by the Engineer.; Bituminous Concrete shall conform to the requirements for Class 9.5 HMA For Miscellaneous Work, as set forth in Section 401 of the Rhode Island Standard Specifications for Road and Bridge Construction, Amended 2018, and all revisions.; REMOVE AND DISPOSE OF EXISTING DECK JOINT: This item includes the removal and disposal of all existing bridge asphaltic plug joint and sawcut joint materials associated with Bridge No. 61101. The work includes removal and disposal of the complete bridge joint materials as shown on the plans or as directed. All work shall be in accordance with 803 of the standard specifications with compilations of approved specifications through February 2021.; The structure shall be removed as shown on the traffic management plans.; All saw cutting required for completion of this work shall be considered incidental to this item and no separate payment will be made.; Care shall be taken not to damage other portions of the bridge structure that are to remain in use, including but not limited to the existing deck, steel girders, steel cross frames, existing utilities and substructures. Any damage to the existing structure to remain in use shall be repaired to the satisfaction of the engineer at no addition cost to the state.; STEEL BEAM GUARDRAIL, TL-3: Work under this item shall consist of furnishing and installing galvanized steel beam guardrail at the locations indicated on the Plans or as directed by the Engineer. All galvanized steel beam guardrail shall be in accordance with the latest AASHTO Manual for Assessing Safety Hardware (MASH).; he galvanized steel beam guardrail, guardrail posts and guardrail hardware shall conform to the latest MASH.; The steel beam guardrail shall have been tested and verified to meet all the criteria for MASH, Test Level 3 (TL-3), and the Contractor shall provide supporting documentation such as an FHWA acceptance letter.; The object marker affixed to the approach end of the guardrail terminal shall meet the requirements of the latest MUTCD. Every terminal shall have an object marker. The object marker shall conform to the size and shape of the approach end of the guardrail terminal with alternating black and retroreflective yellow stripes sloping downward at an angle of 45 degrees toward the side of the guardrail on which traffic is to pass. High intensity retroreflective sheeting shall be used for the object marker, and it shall conform to the requirements of AASHTO M 268, Type A, Standard Specification for Retroreflective Sheeting for Flat and Vertical Traffic Control Applications. The object marker shall have a smooth weather-resistant outer surface, a pre-coated pressure sensitive adhesive backing, and adhere to steel. The adhesive shall have no staining effect on the retroreflective sheeting and shall be mildew resistant.
