Structure Specific Information for: Ministry Assigned Structure #: Structure Number} Detailed Design Requirements The bridge must be designed so that maximum live load deflection does not exceed Span/450 (D.L.A. included). Table 1 – Critical Dates and Time Frames ITEM DATE REQUIRED 1.1 Complete Materials Fabrication (Means: Completed materials fabrication, ministry Inplant Inspection, and ministry acceptance of all materials at the fabrication facility) {Date} 1.2 Billing Submission (Latest date billing to be received by the ministry) {Date} 1.3 Estimated Delivery Date (Actual date to be specified by the ministry, with a minimum one week notice prior to required product delivery date/time.) {Consider time of anticipated installation, then specify a date range} 1.4 Maximum Storage Period (Possible storage by fabricator prior to delivery.) {Date} Table 2 – General Structure Information ITEM DESCRIPTION 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 - L-100, L-150, L-165} 2.6 Width Between Curbs (metres) {4.268 OR 4.876 OR 5.468 (metres)} 2.7 Skew (degrees) (left \ \ or right / /) {specify skew in degrees; left or right, or N/A} 2.8 Bridge Deck Grade (%) {%}
Table 3 – Superstructure ITEM STD. DWG. (title and number) DESCRIPTION 3.1 General {Specify: Composite Bridge} OR {Non-Composite bridge} 3.2 Deck Type {Specify: Composite bridge deck panels} OR {Non-Composite bridge deck panels} {Specify one of: Composite Bridge, OR Non-Composite - Option 1 - removable deck OR Option 2 - non removable deck} 3.3 Drip Groove on panel underside Locate 300mm from panel edge in all cases (instead of 50mm as shown on standard dwgs) 3.4 Transverse Deck Panel Compression Seals Only for Non-Composite Deck - c/w adhesive {Specify: Required between all deck panels for all non-composite bridges, OR n/a for composite bridges} 3.5 Guardrail Type Guardrail Details CL-1 STD-EC-010-01 OR HSS Rail CL-2 OR {Specify: Steel W Beam Guardrail System (maximum post spacing of 1900mm); OR 350W Steel HSS Guardrail System; OR Timber Guardrail System} HSS Rail CL-3 and - Guardrail Insert details as provided for in STD-EC-010-03 & 04 (“Guardrail Insert Edge Detail” on dwgs STD-EC-030-09 or are not applicable) 3.6 Timber Guardrail Detail Options Guardrail Details CL-1 STD-EC-010-01 {Specify as applicable: 150 x 150 Grading Strip; 25 mm thick Packing at Riser; 150 mm thick Gravel Surface} 3.7 Steel Guardrail Bracket and Post Guardrail Details CL-1 STD-EC-010-01 OR Steel Bracket: {Specify: 350A Uncoated; OR 350W or 300W Galvanized; OR 350W or 300W Painted}
grout specifications located in a previous section of this document, OR Specify alternative grout type, if applicable, OR Supply of grout is not required for this contract} If supply of grout is required for this contract, then adequate grout shall be supplied for all contract uses 5.3 Hardware All specified drawings {All required bolts, nuts, washers, nails, adhesives and any other specified hardware to allow for complete assembly of the bridge} 6 – Delivery Requirements ITEM DESCRIPTION 6.1 Ministry Field Contact for Delivery & Off-Loading {Provide contact information: name, office name, address,phone number, e-mail address} 6.2 Location: FOB {State address, or precise location, or reference attached map as appropriate. If obscure location, provide relative reference. (ie. Approximately 25 km north-east of Quesnel as per attached map)} 6.3 Assembly Requirements {To be specified} 6.4 Offloading Offloading equipment shall be the responsibility of the ministry. Two hours of truck offloading time shall be included free of charge to the ministry.