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Forest Road Engineering Guidebook - Ministry of Forests

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<strong>Forest</strong> <strong>Road</strong> <strong>Engineering</strong> <strong>Guidebook</strong><br />

• the design loads to be carried should be equal to or lower than original<br />

design loads; and<br />

• the bridge is suitable and has been specifically designed for the new site,<br />

and the superstructure has been fabricated and constructed in compliance<br />

with the <strong>Forest</strong> <strong>Road</strong> Regulation.<br />

The pr<strong>of</strong>essional engineer, pr<strong>of</strong>essional forester, or person assuming responsibility<br />

must sign <strong>of</strong>f on the design for the bridge or major culvert and<br />

becomes the designer <strong>of</strong> record.<br />

Site data and survey requirements for bridges and major culverts<br />

The person assuming design responsibility for a bridge or major culvert<br />

requires site-specific information for the proposed crossing. A detailed site<br />

survey (see Appendix E, “Bridge and Major Culvert Site Plan Specifications”<br />

in the <strong>Forest</strong> Service Bridge Design and Construction Manual) is recommended<br />

for all bridges and major culverts. The survey information is used to<br />

produce site plan and pr<strong>of</strong>ile drawings for planning, developing, and evaluating<br />

the crossing design. Direction for the type and quality <strong>of</strong> site information<br />

to be collected and the site survey to be completed should be obtained from<br />

the designer. Included should be:<br />

• the riparian class for streams or lake classification<br />

• the apparent high water elevation <strong>of</strong> the stream, based on visible evidence<br />

<strong>of</strong> recent flooding<br />

• a description <strong>of</strong> the composition and size <strong>of</strong> stream bed materials<br />

• a description <strong>of</strong> stream bank materials and stream stability<br />

• cross-sections and a pr<strong>of</strong>ile <strong>of</strong> the crossing<br />

• the stream flow velocity and direction, if the flow may influence the size<br />

or layout <strong>of</strong> the structure<br />

• a description <strong>of</strong> the soil pr<strong>of</strong>iles and foundation soil conditions, based on<br />

soil explorations appropriate to the level <strong>of</strong> risk<br />

• presence (or absence) <strong>of</strong> bedrock, and depth to, bedrock<br />

• a description <strong>of</strong> any evidence <strong>of</strong> stream debris or slope instability that<br />

could affect the crossing, based on upstream observations<br />

• any existing improvements or resource values in the vicinity that may<br />

influence the size or layout <strong>of</strong> the structure.<br />

• if there is an existing structure, location and dimensions <strong>of</strong> the structure,<br />

including roadway, abutment, superstructure, and stream information<br />

• the date <strong>of</strong> the survey<br />

• the locations and dimensions <strong>of</strong> any upstream structures, and a note about<br />

whether they are problem-free<br />

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