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1 6-02.3(7) Vacant <br /> 2 This section, including title, is revised to read: <br /> 3 <br /> 4 6-02.3(7) Tolerances <br /> 5 Unless noted otherwise, concrete construction tolerances shall be in accordance with this <br /> 6 section. Tolerances in this section do not apply to cement concrete pavement. <br /> 7 <br /> 8 Horizontal deviation of roadway crown points, cross-slope break points, and curb, barrier <br /> 9 or railing edges from alignment or work line: ±1.0 inch <br /> 10 <br /> 11 Deviation from plane: ±0.5 inch in 10 feet <br /> 12 <br /> 13 Deviation from plane for roadway surfaces: ±0.25 inch in 10 feet <br /> 14 <br /> 15 Deviation from plumb or specified batter: ±0.5 inch in 10 feet, but not to exceed a total of <br /> 16 ±1.5 inches <br /> 17 <br /> 18 Vertical deviation from profile grade for roadway surfaces: ±1 inch <br /> 19 <br /> 20 Vertical deviation of top surfaces (except roadway surfaces): ±0.75 inch <br /> 21 <br /> 22 Thickness of bridge decks and other structural slabs not at grade: ±0.25 inch <br /> 23 <br /> 24 Length, width and thickness of elements such as columns, beams, crossbeams, <br /> 25 diaphragms, corbels, piers, abutments and walls, including dimensions to construction <br /> 26 joints in initial placements: +0.5 inch, -0.25 inch <br /> 27 <br /> 28 Length, width and thickness of spread footing foundations: +2 inches, -0.5 inch <br /> 29 <br /> 30 Horizontal location of the as-placed edge of spread footing foundations: The greater of <br /> 31 ±2% of the horizontal dimension of the foundation perpendicular to the edge and ±0.5 <br /> 32 inch. However, the tolerance shall not exceed ±2 inches. <br /> 33 <br /> 34 Location of opening, insert or embedded item at concrete surface: ±0.5 inch <br /> 35 <br /> 36 Cross-sectional dimensions of opening: ±0.5 inch <br /> 37 <br /> 38 Bridge deck, bridge approach slab, and bridge traffic barrier expansion joint gaps with a <br /> 39 specified temperature range, measured at a stable temperature: ±0.25 inch <br /> 40 <br /> 41 Horizontal deviation of centerline of bearing pad, oak block or other bearing assembly: <br /> 42 ±0.125 inch <br /> 43 <br /> 44 Horizontal deviation of centerline of supported element from centerline of bearing pad, <br /> 45 oak block or other bearing assembly ±0.25 inch <br /> 46 <br /> 47 Vertical deviation of top of bearing pad, oak block or other bearing assembly: ±0.125 inch <br /> 48 <br /> 1 <br /> 49 6-02.3(10)C Finishing Equipment <br /> 50 The first paragraph is revised to read: <br />