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. 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 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. 18 Developer shall provide rustication patterns on all bridge barrier walls, bridge piers, and bridge 19 abutment walls in Aesthetic Area 1 in accordance with Exhibits L2.14, L2.15, and L2.17 of the 20 LAADCR. The final designs shall resemble these simulations. The 00xx Xxxxxx bridge does not 21 need to be painted to match the Aesthetic Area unless the bridge is modified by Developer’s 22 design.
Bridges. 6 If AR-ACFC is used on bridges, it must extend to the limits noted below.
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 a. Review all existing data before determining new data requirements. Old borings contain strength data are usually adequate for new construction. If old borings are used for design, show the old boring data on the plans, and note the date of the boring.
Bridges. 4 Developer shall provide rustication patterns on all new bridge barrier walls, bridge piers, and 5 bridge abutment walls in Aesthetic Area 5 in accordance with Exhibits L2.30, L2.31, and L2.33 6 of the LAADCR. The final designs shall resemble these simulations. Developer shall paint the 7 existing 00xx Xxxxxx bridge with the Aesthetic Area 5 base color. If the 63rd Avenue bridge is 8 replaced, it shall have the same rustication as the existing structure, and Developer shall paint