589-3 01
NEW YORK STATE DEPARTMENT OF TRANSPORTATION Sections 200 - 599 STANDARD SPECIFICATIONS (USC) January 1, 202 4 Volume 2 B. Thrie Beam Railing Installation. Measurement will be taken as the number of feet of railing installed. Measurement will be taken along the top of the thrie beam, end -to-end of railing between the limits indicated on the contract plans. No additional measurement will be taken for overlapping sections of railing. If transition sectio ns are installed, measurement will be taken to the end of the transition section indicated on the contract plans.
587-5 BASIS OF PAYMENT. The unit price bid shall include the cost of all labor, materials and
equipment necessary to complete the work. When required, mortar leveling courses, anchor bolts, nuts and washers shall be included in the unit price bid. The drilling and grouting of anchor bolts, when required will be paid for under a separate item. Painting of the railing, if required, shall be paid under a separate item. Payment will be made under: Item No. Item Pay Unit 587.01 Bridge Railing Removal and Disposal Foot 587.02 Bridge Railing Removal and Storage Foot 587.03 Installation of Stored Bridge Railing Foot 587.1001 Box Beam Bridge Rail, One Rail Foot 587.1002 Box Beam Bridge Rail, Two Rail Foot 587.20 Thrie Beam Bridge Rail - Attachment to Existing Bridge Rail Foot 587.21 Thrie Beam Bridge Rail - New Post Installation Mounted on Concrete Surfaces Foot 587.22 Thrie Beam Bridge Rail - New Post Installation Mounted on Steel Surfaces Foot SECTION 588 - BRIDGE JOINT REHABILITATION
588-1 DESCRIPTION. The work in this section shall include work required for bridge joint
rehabilitation.
588-2 MATERIALS. Materials shall meet the requirements specified in the special specifications.
588-3 CONSTRUCTION DETAILS. The extent of work and construction requirements will be
covered by special specifications in the contract documents.
588-4 METHOD OF MEASUREMENT. As specified in the special specifications.
588-5 BASIS OF PAYMENT. As specified in the special specifications.
SECTION 589 - REMOVAL OF STRUCTURAL STEEL (Last Revised September, 2016)
589-1 DESCRIPTION. The work shall consist of removal and disposal of existing structural steel as
shown in the contract documents and as directed by the Engineer.
589-2 MATERIALS. Not Specified.
589-3 Construction Details
589-3.01 General. A minimum of 14 days prior to the removal of existing structural steel, the Contractor
shall submit a written Structural Steel Removal plan meeting the requirements of §202 -3.01A. Demolition Plan to the Engineer for approval. The Structural Steel Removal plan shall set forth all expected