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NEW YORK STATE DEPARTMENT OF TRANSPORTATION Sections 200 - 599 STANDARD SPECIFICATIONS (USC) January 1, 202 4 Volume 2 563-2.05 Concrete. The concrete shall meet the requirements of §718 -06, High Performance Concrete For Precast a nd Prestressed Bridge Beams.
563-2.06 Diaphragms. The requirements of §718 -07 shall apply.
563-2.07 Grouted Reinforcing Bar Splice Sleeves shall meet the requirements of §709 -15 Grouted
Reinforcing Bar Splice Sleeves.
563-3 CONSTRUCTION DETAILS. The requirements of the P.C.C.M. shall apply.
563-4 Method of Measurement
563-4.01 Prestressed Concrete I -Beam Units. The quantity to be paid for under this work shall be the
number of feet (horizontal length center -to-center of bearings or anchor dowels, as shown on the plans) of each unit furnished and placed in accordance with the plans and specifications.
563-4.02 Prestressed Concrete Box -Beam Units and Hollow and Solid Slab Units. The quantity to be
paid for under this work shall be the number of square feet of plan area of each prestressed unit installed. Plan area is defined as the area bounded by the centerline of bearings and the outer edges of each prestressed unit. No deductions will be made for chamfers, shear keys, or notch cuts. Space between the units shall not be included in any measurement.
563-5 BASIS OF PAYMENT. The unit price bid for these units shall include all labor, materials , diaphragms,
and equipment necessary to complete the work except that bearings shall be paid for under their respective items. Damaged units which cannot be satisfactorily repaired or which do not meet dimensional and camber tolerances shall be replaced by the Contractor at no cost to the State. Progress payments will be made when each unit is furnished and placed in accordance with the plans and specifications exclusive of preparing and filling joints. Payment will be made at the unit price bid for 90% of the quantity properly placed. The balan ce of the quantity will be paid for upon completion of the work. The completion of work will include the correct preparation and filling of the joints as well as the tightening of transverse ties. Payment will be made under: Item No. Item Pay Unit 563.010X Prestressed Concrete I -Beam Units (Types 1 -6) Foot 563.02 Prestressed Concrete Box Beam Units Square Foot 563.03 Prestressed Concrete Hollow Slab Units Square Foot 563.04 Prestressed Concrete Solid Slab Units Square Foot 563.05 Prestressed Concrete New England Bulb Tee Units Foot X = Type Designation (1 through 6) SECTION 564 - STRUCTURAL STEEL (Last Revised May, 2019)
564-1 DESCRIPTION. This work shall consist of fabricating, furnishing and erecting structural steel
and other metal parts in accordance with the contract documents and as directed by the Engineer. The Contractor shall notify the Deputy Chief Engineer, Structures (DCES) of the name and address of the fabricator of all structural steel in accordance with §106 -01 Sources of Supply .
564-2 MATERIALS. Materials for this work shall meet the requirements of the New York State Steel
Construction Manual (SCM) and the following subsections of Section 700 Materials and Manufacturing :
564-2 01
NEW YORK STATE DEPARTMENT OF TRANSPORTATION Sections 200 - 599 STANDARD SPECIFICATIONS (USC) January 1, 202 4 Volume 2 Structural Steel 715-01 High Strength Bolts, Nuts and Washers 715-14 Pins and Rollers 715-15 Certified copies of the results of tests conducted by the manufacturer shall be furnished to the Engineer in accordance with the requirements of §715 -01 Structural Steel .
564-2.01 Structural Steel Replacement - Stock Steel Option. Stock steel may be furnished for
components that are not fracture -critical members (FCMs). For FCMs, stock material shall be supplied only with the approval of the DCES. If furnished, the stock steel shall comply with the provisions of §715 -01 Structural Steel . Positive heat identification will be required for all stock steel. Certified copies of the results of chemical analysis and physical tests shall be furnished to the Department.
564-3 CONSTRUCTION DETAILS. All structural steel work, including, but not limited to fabrication
inspection, transportation, and erection shall be performed in accordance with the provisions of the SCM. Shop inspection will be provided unless otherwise noted on the contract plans, or waived by the DCES. Shop drawings prepared for Structural Steel Replacement shall be prepared, approved and distributed in accordance with the provisions of the SCM, except that the term DCES shall be interpreted as the Engineer.
A.Shop Drawings. The Contractor shall provide all shop drawings and/or prints required by the contract documents or the Steel Construction Manual. Any prints required beyond the number specified shall be furnished by the Contractor at cost.
B.Laminar Defects at the Boundary of Tension Groove Welds. The Contractor shall provide all work and materials required for the correction or elimination of laminar defects at the boundary of tension groove welds. The cost of all ultrasonic testing and repairs and the cost of replacement of defective portions of plates where partial replacement is approved shall be borne by the Contractor and included in the price bid for structural steel.
C.Inspection of Bolted Connections. The Contractor shall provide all labor and equipment necessary for the performance of inspection of bolt tightness during structural steel fabrication and erection. The State will witness the bolt testing, but will not provide equipment or labor.
D.Qualification Test for Welders, Welding Procedures and Electrode and Flux Combinations. The Contractor shall provide tests required to qualify welders, welding procedures and electrode and flux combinations. All tests shall be witnessed by the Department.
E.Radiographic Inspection. The Contractor shall provide radiographic inspection and of preparation for radiography, together with the cost of providing access and of furnishing adequate facilities for the review of radiographs in the shop or field.
F.Ultrasonic Inspection. Ultrasonic inspection (UT) that is to be performed in the shop as per the requirements of the SCM shall be performed by a NYSDOT certified UT technician employed by or under contract to the fabricator. Any UT inspection work to be done on the job site w ill be performed by the State or its designated representative. The Contractor shall perform any required preparation and furnish access to the weld joints to be inspected.
G.Magnetic Particle Inspection. The Contractor shall provide magnetic particle inspection when specified or required by the inspector to verify limits of defects discovered during visual inspection.
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NEW YORK STATE DEPARTMENT OF TRANSPORTATION Sections 200 - 599 STANDARD SPECIFICATIONS (USC) January 1, 202 4 Volume 2 H. Repair of Defects in Welds and Base Metal. The Contractor shall repair defects found by visual inspection or nondestructive tests at no additional cost to the State.
I.Field Inspection of Rejected Material or Material Not Offered for Shop Inspection even though Required to be Shop Inspected by the Contract Documents. When the Department, at its discretion, permits inspection of the materials to be performed at the contract site, all costs of this inspection shall be borne by the Contractor as a condition of the Department's approval of inspection of this material, at no additional cost to the State.
J.Straightening Bent Material and Correcting Camber Deficiencies. The Contractor shall perform all corrective work required to straighten bent material and correct camber deficiencies, when permitted, at no additional cost to the State.
K.Field Repair, Reaming and Drifting of Holes. The Contractor shall provide all work permitted for the correction of unacceptable holes at no additional cost to the State.
L.Metal Scuppers. The Contractor shall provide Metal scuppers as structural steel unless otherwise noted in the contract documents.
M.Adjustment and Alignment of Bearings. The Contractor shall provide all labor, materials and equipment required for adjustment and alignment of bearings.
N.Field Splices. Field splice locations and details are shown in the contract documents. If the Contractor wishes to change the location of the splice(s), the Contractor shall submit a request to the Engineer for approval by the DCES in accordance with Section 203.5 of the SCM.
O.Photographs. The Contractor shall provide photographs requested by the DCES in accordance with the provisions of the SCM.
P.Testing of Stock Steel. The Contractor shall provide all labor, materials and equipment necessary to perform chemical and physical tests on stock steel when such tests are required.
Q.Heat -Curving and Cambering. The Contractor shall provide nondestructive testing, repairs or replacement of material damaged due to over stressing or destructive heating during heat -curving or cambering.
564-4 METHOD OF MEASUREMENT. Castings, forgings, fasteners, anchor bolts for other than
bridge bearing installation, cables and other metal parts used in the permanent construction, will be measured as structural steel, even if made of other materials.
564-4.01 Pound. The quantity to be measured for payment will be in pounds to the nearest whole pound.
The weight of each shipping unit shall be clearly shown on the approved shop drawings.
A.Payment Weight. The weight of metal as shown on the approved shop drawings, shall include permanent bolts and welds in the structure as erected. The weight of all required bolts, nuts, washers, and all required welds will be estimated be adding 3% to the steel weight e stimate, making no allowance for waste, and included in the weight for which payment will be made. The weight of all erection materials including but not limited to bolts, pilot and driving nuts, temporary protective coatings, and all boxes, crates or other containers used for packing, together with sills, struts, and rods used for supporting members du ring transportation, will be excluded from the measurement for payment.
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NEW YORK STATE DEPARTMENT OF TRANSPORTATION Sections 200 - 599 STANDARD SPECIFICATIONS (USC) January 1, 202 4 Volume 2 B. Computed Weight. The density of steel used in computing weights for payment will be assumed to be 490 pcf. The density of cast iron will be assumed to be 450 pcf. The weights of rolled shapes and of plates of all dimensions will be computed based on their nominal weights as required by the dimensions shown on the approved shop drawings. If the Contractor elects to use steel members with weights that are greater tha n the nominal weights specified on the approved drawings for its convenience, the computations will be based on the nominal weight values shown on the approved shop drawings. Deductions will be made for copes, cuts and all holes except those holes require d for high -strength bolts. The weights of castings will be computed from the dimensions shown on the approved shop drawings, with an addition of 10% for fillets and overrun.
564-4.02 Each. The quantity to be measured for payment will be made on an ‘Each’ basis.
564.4.03 Lump Sum. The work will be measured for payment on a lump sum basis.
564-5 Basis of Payment
The price bid shall include the cost of furnishing all labor, materials and equipment necessary to satisfactorily complete the work, not including bridge bearings and associated anchor bolts. Payment will be made under: Item No. Item Pay Unit 564.05XX Structural Steel (Type 01 -22) Lump Sum 564.10nnnn Structural Steel Replacement Pound 564.51nnnn Structural Steel Pound 564.70nnnn Structural Steel Replacement Each NOTE : nnnn denotes a serialized pay item. SECTION 565 - BRIDGE BEARINGS
565-1 DESCRIPTION. The work shall consist of furnishing, placing and setting bridge bearings at the
locations indicated on the plans. The Contractor shall notify the Deputy Chief Engineer, Structures (DCES) of the name and address of the fabricator of all bridge bearings in accordance with §106 -01 Sources of Supply.
565-1.01 Bearing Types. There are various types of bearings. The specific type required will be
indicated on the plans. Bearing types are:
A.Type S.R. - Steel Rocker Bearings. These accommodate rotation by pivoting around a pinned joint. They are fabricated in fixed and expansion versions. The expansion version accommodates longitudinal movement by means of a curved rocker rotating on the bearing surface. Steel rocker beari ngs do not allow for transverse movement. This type of bearing shall only be used in rehabilitation situations where only one or two bearings are to be replaced on a bridge.
B.Type S.S. - Steel Sliding Bearings. These accommodate rotation by means of a rocker. They are fabricated in fixed and expansion versions. The expansion version accommodates movement with a sliding element. Steel sliding bearings do not allow for transverse movement. This type of bearin g shall only be used in rehabilitation situations where only one or two bearings are to be replaced on a bridge.
Source: New York Standard Specifications, 2024 Edition. Pages 349–351 of 1,264.