- 805 - SECTION 1015 -- PREFORMED JOINT FILLER
1015.01 Description
1.Preformed expansion joint filler shall be furnished in strips of the dimensions specified in the contract.
1015.02 Material Characteristics
1.Nonextruding and Resilient Bituminous Type (Fiber Type) preformed joint filler shall conform to the requirements of AASHTO M 213.
2.Bituminous Type (Asphalt Type) preformed joint filler shall conform to the requirements of AASHTO M 33 e xcept it will not be subject to a requirement for brittleness.
3.Preformed joint filler (sponge rubber type) shall be a flexible cellular rubber product meeting the classification requirements of the latest edition of ASTM D 1056 for Type 2, Class A or B, Gr ade 2 or 3, except that reclaimed rubber shall not be used in the manufacture of the material. The color shall be gray.
1015.03 Procedures
1.For structures, the bituminous type (asphalt type) shall be used, unless otherwise shown in the cont ract or specified in the special provisions.
2.Except for structures, the non- extruding and resilient bituminous type (fiber type) shall be used, unless otherwise shown in the contract or specified in the special provisions.
1015.04 Acceptance Requirements
1.Preformed joint fillers that are on the Department’s Approved Products List are acceptable.
2.The preformed joint fillers may be accepted based on manufacturer's certification of compli ance letters when they are not on the Department’s Approved Products List. - 806 - SECTION 1016 -- PREFOR MED POLYCHLOROPRENE ELASTOMERIC JOINT SEALS
1016.01 Description
1.The seal consists of a multip le web design for sealing concrete pavements. The seal is installed with a lubricant adhesive and is designed to seal the joint and reject incompressibles.
1016.02 Material Characteristics
1.Preformed polychloroprene elastomeric joint seals shall conform to the requirements of AASHTO M 220.
1016.03 Acceptance Requirements
1.Acceptance shall be based on sampling and certification requirements in accordance with the Department’s Materials Sampling Guide .
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Source: Nebraska Standard Specifications for Highway Construction, 2017 Edition. Pages 839–839 of 1,048. View official source ↗