Bridges a. Installation of a temporary (Xxxxxx-type) bridge over an existing structure or at a previously disturbed location, such as a former bridge location, to allow passage of emergency vehicles.
Bridges. Any miscellaneous parts needing repair or replacement during normal use of any bridge during haul shall be considered maintenance. This includes minor items such as object markers, running planks that have loosened or cracked deck boards, or drainage structures which may become plugged. Bridge decks that are dirt and dust covered shall be cleaned to allow for proper drainage and for safety of the user.
Bridges. 31 Developer shall provide rustication patterns on all new bridge barrier walls, bridge piers, and 32 bridge abutment walls in XxxxxxxxxXxxxxxxxx Xxxx 0 in accordance with Exhibits L2.30, L2.31, 33 and L2.33 of the LAADCR. The final designs shall resemble these simulations. Developer shall 34 paint the existing 00xx Xxxxxx bridge with the XxxxxxxxxXxxxxxxxx Xxxx 0 base color. If the 63rd 35 Avenue bridge is replaced, it shall have the same rustication as the existing structure, and
Bridges. All proposed bridges, including bridge-class culverts, shall be new construction except for widenings and rehabilitation as noted in Section 2.3.1 of this Exhibit 1. The beginning and end stations of bridges shown in the Schematic Design are approximate.
Bridges ii) The load testing will be carried out by the Department through a suitable Competent Agency. Test result from such agency as will be fixed by Department will be binding on the contractor.
Bridges. Bridges must be properly maintained in order to ensure normal flow under the bridge while also continuing to provide equipment or foot access across a watercourse. Repair or replacement is necessary when incidental damage occurs to a bridge that prevents optimum water flow or results in an unsafe crossing situation. Repair or replacement activities typically occur above the high water line.
Bridges. 8 Developer shall provide rustication patterns on all bridge barrier walls, bridge piers, and bridge 9 abutment walls in Aesthetic Area 3 in accordance with Exhibits L2.22, L2.23, and L2.25 of the
Bridges. 6 If AR-ACFC is used on bridges, it must extend to the limits noted below.
Bridges. All hydraulic computations, designs, and recommendations shall be consistent with past studies and projects in the area by the USACE and other State or federal agency studies and projects. Where bridge design is influenced by upstream storage, the analysis of the storage shall be considered in the design of the bridge.
Bridges. A. In-kind repairs of abutments, wing walls, piers, decks, and fenders, where no new construction is proposed.
