564.01 Description
This work is meeting the specified tolerances for the listed structure elements.
564.02 Reserved
564.03 Construction Requirements
Meet the tolerances shown in Table 564-1. In case of conflicting tolerances, the tighter tolerance controls. Increase precision as necessary to meet other contract requirements. TABLE 564-1 Item Tolerance Type Tolerance Substructure: Drilled Shafts Horizontal Location 3 inches (75 mm) Top Elevation + 1-inch (25 mm), - 3 inches (75 mm) Diameter + 3 inches (75 mm), - ½-inch (13 mm) Deviation from Plumb ± 2% Substructure: Walls, Footings, Columns Horizontal Location 1-inch (25 mm) Elevation Exposed Concealed ± ¾ inch (19 mm) ± 1 inch (25 mm) Dimensions + ½-inch. (13 mm), - ¼ inch (6 mm) Deviation From Plumb ± 0.2% Substructure: Piling Horizontal Location Bent Caps Supported By Piles Piles Capped Below Final Grade 2-inch (50 mm) 6-inch (150 mm) Edge Cover 4-inch (100 mm), minimum Vertical (Cutoff Elevation) ± 1-inch (25 mm) Deviation From Plumb Or Batter ± 2% Elastomeric Bearings Horizontal Location ± ¼-inch (6 mm) Thickness - 0, + ⅛-inch (3 mm) Length, Width - 0, + ¼-inch (6 mm) Bearing Plates (Shoes, Masonry, Embedded) Horizontal Location ± ¼-inch (6 mm) Thickness ± 1⁄16-inch (2 mm) Length, Width ± ¼-inch (6 mm) Bevel Slope ± 0.002 Radians Deviation From Plane ± 1⁄16-inch (2 mm) 564 – STRUCTURE TOLERANCES 2020 EDITION V5.1 564-2 Item Tolerance Type Tolerance Beam seats Deviation From Plane ± 1⁄16-inch (2 mm) % Slope, For Cast In Place Deck Superstructures ± 0.5% % Slope, For Deck Beam Superstructures ± 0.2% Elevation + 0, - ½-inch (13 mm) Anchor bolts Refer to Subsection 552.03.13 Superstructure Dimensions + 1-inch (25 mm), - ¼-inch (6 mm) Deck Form Elevation + ⅛-inch (3 mm), - ¼-inch (6 mm) Deck Thickness + ¼-inch (6 mm), - ⅛-inch (3 mm) Deck Smoothness (Parallel To Roadway Centerline) ± 3⁄16-inch (5 mm) per 10 feet (3 m) Strip Seal Joint Opening Width ± ¼-inch (6 mm) Pre-Stressed Concrete Beams Refer to Subsection 553.03.15 Steel Beams Refer to Subsection 556.03.10 Non Pre-Stressed Steel Reinforcement Cover - ⅜-inch (10 mm) Location / Spacing ± 1-inch (25 mm) Drilled Shaft Top of Cage Elevation + 6-inch (150 mm), - 3-inch (75 mm) Longitudinal Location of Bends in Bars and Ends of Bars ± 2-inch (50 mm) Embedded Length of Bars No. 3 through 11 (No. 10 through 36) Bar Sizes - 1-inch (25 mm) No. 14 through 18 (No. 43 through
57.Bar Sizes - 2-inch (50 mm) Length of Bar Laps No. 3 through 11 (No. 10 through 36) Bar Sizes - 1-inch (25 mm) No. 14 through 18 (No. 43 through
57.Bar Sizes Laps Not Permitted Concrete Barrier Rail Tangents: Longitudinal, Straight Edge Deviation ± ¼-inch (6 mm) per 10 feet (3 m) Curves: Longitudinal, Deviation from the Ideal Curve ± ¼-inch (6 mm) per 10 feet (3 m) Notes:
1.The Project Manager may approve requests for exceptions as necessary to avoid interference with anchor bolts or other conflicts. 2020 EDITION V5.1 STRUCTURE TOLERANCES – 564 564-3
2.Curved concrete barrier may be constructed of tangent segments, each having a maximum length of 10 feet (3 m). In the event an item does not meet a specified tolerance, the Project Manager may approve an exception if it is determined that there will be no detrimental effect to the structure. If the Project Manager determines that a nonconforming item may be detrimental to the structure, submit a written plan for approval that details corrective action.
564.04 Method of Measurement
Meeting the listed tolerances is not measured for payment.
564.05 Basis of Payment
Meeting listed tolerances is incidental to the work. Include all costs associated with meeting the listed tolerances in the bid item that includes the structure item listed.
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Source: Standard Specifications for Road and Bridge Construction, 2020 (v5.1) Edition. Pages 393–396 of 611. View official source ↗