Rodarte Construction Inc Everett Station Parking Expansion

I I1 allows otherwise, an additional vertical full depth relief saw cut located 12 to 18 inches nches from 2 and parallel to the initial longitudinal and transverse saw cut locations is also required. I 3 4 Removal of existing cement concrete pavement shall not cause damage to adjacent slabs that are to remain in place. In areas that will be ground, slab replacements shall be 5 performed prior to pavement grinding. I 6 7 Side forms shall meet the requirements of Section 5-05.3(7)B whenever a sawed full depth 8 vertical face cannot be maintained. 9 I10 5-01.3(4)C Dowel Bars and Tie Bars 11 For the half of a dowel bar or tie bar placed in fresh concrete, comply with the requirements 12 of Section 5-05. I 13 14 For the half of a dowel bar or tie bar placed in hardened concrete, comply with the Standard 15 Plans and the following. I 16 17 After drilling, secure dowel bars and tie bars into the existing pavement with either an epoxy 18 bonding agent Type I or IV as specified in Section 9-26.1, or a grout Type 2 for non-shrink I 19 20 applications as specified in Section 9-20.3. 21 Dowel bars shall be placed at the mid depth of the concrete slab, centered over the 22 transverse joint, and parallel to the centerline and to the roadway surface, within the I 23 tolerances in the table below. Dowel bars may be adjusted to avoid contact with existing 24 dowel bars in the transverse joint at bridge approach slabs or existing panels provided the 25 adjusted dowel bars meet the tolerances below. I 26 27 Tie bars shall be placed at the mid depth of the concrete slab, centered over the joint, 28 perpendicular to centerline, and parallel to the roadway surface, within the tolerances in the I 29 table below. The horizontal position of tie bars may be adjusted to avoid contact with 30 existing tie bars in the longitudinal joint where panel replacement takes place, provided the 31 adjusted tie bars meet the tolerances below. 32 I Placement Tolerances Dowel Bars Tie Bars Vertical: Center of Bar to Center of Slab Depth ±1.00 inch max ±1.00 inch max I Dowel Bar Centered Over the Transverse Joint ±1.00 inch max N/A Tie Bar Centered Over the Longitudinal Joint N/A ±1.00 inch max Parallel to Centerline Over the Length of the ±0.50 inch max N/A I Dowel Bar Perpendicular to Longitudinal Joint Over the N/A ± 1.00 inch max Length of the Tie Bar I Parallel to Roadway Surface Over the Length of ±0.50 inch max ±1.00 inch max the Bar 33 34 Dowel bars and tie bars shall be placed according to the Standard Plan when multiple 35 panels are placed. Panels shall be cast separately from the bridge approach slab. 36 37 Dowel bars to be drilled into existing concrete or at a new transverse contraction joint shall ' 38 39 have a parting compound, such as curing compound, grease, or other Engineer accepted equal, applied to them prior to placement. I City of EverettPage AM-15 Amendments Everett Station 80 Stall Parking Expansion June 2019 I