Specifications include, but are not limited to: S.P. Tie-Ins (07-22) 502 of the 2016 Supplemental Specifications Book (08-22) for the 2016 Louisiana Standard Specifications for Roads and Bridges is amended to include the following: 502.08.3.3 Tie-Ins: Joints for tie-ins to existing portland cement concrete pavement, and other roadway elements identified in the plans or by the Engineer, shall be paid under the appropriate pay item. Unless otherwise specified, joints shall be cut 1/2-inch by 1/2- inch in the installed asphalt directly adjacent to the existing roadway element, filled with hot poured sealant in accordance with section 1005. S.P. Milling Asphalt Pavement (07-22) 509 of the 2016 Supplemental Specifications Book (08-22) for the 2016 Louisiana Standard Specifications for Roads and Bridges is amended as follows: 509.03 is amended to include the following paragraph: The contractor shall saw cut a joint the depth of the required milling at all tie-in locations of roadway, side-streets, turnouts, and drives paid for under the appropriate pay item, and remove existing materials, leaving a clean, vertical face
