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I <br /> 1 content is monitored, the mixing water is adjusted for the free water in the aggregate and <br /> 2 the coarse aggregate is removed from at least 1 foot above the bottom of the pile. <br /> 3 Sprinkling of fine aggregate piles with water is not allowed. Refrigerating mixing water or <br /> 4 replacing all or part of the mixing water with crushed ice is permitted, provided the ice is <br /> 5 completely melted by placing time. <br /> 6 <br /> 7 The second sentence of the second paragraph is revised to read: <br /> 8 <br /> 9 These surfaces include forms, reinforcing steel, steel beam flanges, and any others that <br /> 10 touch the concrete. <br /> 11 <br /> 12 6-02.3(7) Vacant <br /> 13 This section, including title, is revised to read: <br /> 14 <br /> 15 6-02.3(7) Tolerances <br /> 16 Unless noted otherwise, concrete construction tolerances shall be in accordance with this <br /> 17 section. Tolerances in this section do not apply to cement concrete pavement. <br /> 18 <br /> 19 Horizontal deviation of roadway crown points, cross-slope break points, and curb, barrier <br /> 20 or railing edges from alignment or work line: ±1.0 inch <br /> 21 <br /> 22 Deviation from plane: ±0.5 inch in 10 feet <br /> 23 <br /> 24 Deviation from plane for roadway surfaces: ±0.25 inch in 10 feet <br /> 25 <br /> 26 Deviation from plumb or specified batter: ±0.5 inch in 10 feet, but not to exceed a total of <br /> 27 ±1.5 inches <br /> 28 <br /> 29 Vertical deviation from profile grade for roadway surfaces: ±1 inch <br /> 30 <br /> 31 Vertical deviation of top surfaces (except roadway surfaces): ±0.75 inch <br /> 32 <br /> 33 Thickness of bridge decks and other structural slabs not at grade: ±0.25 inch <br /> 34 <br /> 35 Length, width and thickness of elements such as columns, beams, crossbeams, <br /> 36 diaphragms, corbels, piers, abutments and walls, including dimensions to construction <br /> 37 joints in initial placements: +0.5 inch, -0.25 inch <br /> 38 <br /> 39 Length, width and thickness of spread footing foundations: +2 inches, -0.5 inch <br /> 40 <br /> 41 Horizontal location of the as-placed edge of spread footing foundations: The greater of <br /> 42 ±2% of the horizontal dimension of the foundation perpendicular to the edge and ±0.5 <br /> 43 inch. However, the tolerance shall not exceed ±2 inches. <br /> 44 <br /> 45 Location of opening, insert or embedded item at concrete surface: ±0.5 inch <br /> 46 <br /> 47 Cross-sectional dimensions of opening: ±0.5 inch <br /> 48 <br /> 49 Bridge deck, bridge slab, and bridge traffic barrier expansion gaps with a <br /> Bridge approach9- p joint � p� <br /> 50 specified temperature range, measured at a stable temperature: ±0.25 inch <br /> 51 1 <br /> CITY OF EVERETT AMENDMENTS 111 <br /> PACIFIC AVENUE TO INTERURBAN TRAIL BICYCLE SAFETY PROJECT 8/12/2019 <br /> STATE FUND#HLP PBI7(014);COE#PW3688 Page AM-36 <br />