Ministry Bridge Engineer responsible for {provide contact info: name, office name, 2.1 design and fabrication review address, phone number, e-mail address} Number {Structure Number} 2.2 Crossing Name {Crossing Name} 2.3 Girder Out-to-Out Length (metres) {Length (metres)} 2.4 Design Vehicle (BCL625, L100, 150, 165) {Select one of the following - BCL-625, 2.5 As per Std Dwgs. L-100, L-150, L-165} and Between Curbs (metres) {4.268 OR 4.876 (metres)} 2.6 Table 3 Superstructure – STD. DWG. ITEM DESCRIPTION (title and number) Two steel, orthotropic closed Typical All Steel Portable trapezoidal box bridge. Structure Conceptual General Bridge Standard c/w: epoxy bonded anti skid Arrangement 3.1 Drawing(s) wearing surface, and attached & steel guard rails. Guard rails and posts shall be painted in accordance with Guard Rails & 3.2 specifications noted in previous section of this document. {Select one of the following - Bridge (Painted) OR (Plaque) OR Identification 3.3 (Painted or Plaque at Supplier's Option discretion)} Table 4 Sub-structure – STD. DWG. ITEM DESCRIPTION (title and number) {Specify particular {List applicable {describe applicable abutment 4.1 drawings, where abutment components components} (one component per applicable, from
2.1 Ministry Bridge Engineer responsible for design and fabrication review {provide contact info: name, office name, address, phone number, e-mail address} 2.2 Number {Structure Number} 2.3 Crossing Name {Crossing Name} 2.4 Girder Out-to-Out Length (metres) {Length (metres)} 2.5 Design Vehicle (BCL625, L100, 150, 165) As per Std Dwgs. and {Select one of the following - BCL-625, L-100, L-150, L-165} 2.6 Between Curbs (metres) {4.268 OR 4.876 (metres)} Table 3 – Superstructure ITEM STD. DWG. (title and number) DESCRIPTION 3.1 Bridge Standard Drawing(s) Typical All Steel Portable Structure Conceptual General Arrangement & Two steel, orthotropic closed trapezoidal box bridge. c/w: epoxy bonded anti skid wearing surface, and attached steel guard rails. 3.2 Guard Rails & Guard rails and posts shall be painted in accordance with specifications noted in previous section of this document. 3.3 Bridge Identification Option {Select one of the following - (Painted) OR (Plaque) OR (Painted or Plaque at Supplier's discretion)} Table 4 – Sub-structure ITEM STD. DWG. (title and number) DESCRIPTION 4.1 {List applicable abutment components (one component per {Specify particular drawings, where applicable, from {describe applicable abutment components}