What would the Engineer consider an adequate repair or replacement in the event the caisson concrete is rejected?
Bid what is in the contract plans and specifications. Repair or replacement would require the same structural properties as that indicated by the contract plans and specifications. 86)Can the construction joints required in the footings at pier 3 & 13 at the center line of the bridge per note 4 on drawing sheet 114 be moved slightly to accommodate the type B tiedown anchor formed hole placement shown on the plan view on sheet 115 at these locations? Additionally, what type of coupler is allowed at this location for the reinforcement? Yes, minor adjustments of the construction joint locations are acceptable, however revised locations will have to be approved by the Engineer after the bid opening. 87)Please indicate how the vertical reinforcing shown “clouded” in the attached section L-L of drawing 139 of 190 is spliced. The existing slab conflicts with the vertical bars because of construction sequencing. Your attention is directed to contract plan sheet 118 of 190 for bridge removal an
