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I <br /> 1 Bundled strand group center of gravity: ± 1/2 inch <br /> 2 <br /> 3 Harped strand group center of gravity at the girder ends: ± 1 inch <br /> 4 <br /> 5 6. Longitudinal Location of Harp Points for Harped Strands from Design <br /> 6 Locations: ± 20 inches <br /> 7 <br /> 8 7. Position of an Interior Void, vertically and horizontally (slab girders): ± 1/2 inch. <br /> 9 <br /> 10 8. Bearing Recess (center of recess to girder end): ± 1/4 inch. <br /> 11 <br /> 12 9. Girder Ends (deviation from square or designated skew): <br /> 13 <br /> 14 Horizontal: ± % inch <br /> 15 <br /> 16 Vertical: ± 1/8 inch per foot of girder depth <br /> 17 <br /> 18 10. Bearing Area Deviation from Plane (in length or width of bearing): 1/16 inch. <br /> 19 <br /> 20 11. Stirrup Reinforcing Spacing: ± 1 inch. <br /> 21 <br /> 22 12. Stirrup Projection from Top of Girder: <br /> 23 <br /> 24 Wide flange thin deck and slab girders: ± 1/4 inch <br /> 25 <br /> 26 All other girders: ± % inch <br /> 27 <br /> 28 13. Mild Steel Concrete Cover: - 1/8 inch, + 3/8 inch. <br /> 29 <br /> 30 14. Offset at Form Joints (deviation from a straight line extending 5 feet on each <br /> 31 side of joint): ± '/4 inch. <br /> 32 <br /> 33 15. Differential Camber Between Girders in a Span (measured in place at the job <br /> 34 site): <br /> 35 <br /> For wide flange deck, wide flange Cambers shall be equalized when <br /> thin deck, deck bulb tee and slab the differences in cambers between <br /> girders with a reinforced concrete adjacent girders exceeds ± 1/2 inch <br /> topping: <br /> For all other wide flange deck, Cambers shall be equalized when <br /> deck bulb tee and slab girders: the differences in cambers between <br /> adjacent girders exceeds ± 1/4 inch <br /> For all other prestressed concrete ± % inch per 10 feet of girder length <br /> girders: <br /> 36 <br /> 37 16. Position of Inserts for Structural Connections: ± 1 inch. <br /> 38 <br /> 39 17. Position of Lifting Loops: ± 3 inches longitudinal, ± 1/4 inch transverse. <br /> 40 <br /> 41 18. Weld Ties: ± '/ inch longitudinal, ± %8 inch vertical. <br /> 42 <br /> 1 <br /> AMENDMENTS TO THE 2014 STANDARD SPECIFICATIONS BOOK <br /> Revised: 8/3/15 <br />