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BRIDGE REPAIR/REHABILITATION FEASIBILITY STUDY

Bridge Repair_Rehabilitation Feasibility Study - Town to Chatham

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MAINTENANCE AND <strong>REHABILITATION</strong> OF TIMBER <strong>BRIDGE</strong>S<br />

14.1 lNTRODUCTlON<br />

Wood is one of the most durable bridge materials, but over extended<br />

periods it may be subject to deterioration from decay, insect attack, or<br />

mechanical damage. Timber bridges must be periodically maintained or<br />

rehabilitated in order to keep them in a condition that will give optimum<br />

performance and service life. Effective bridge maintenance programs<br />

improve public safety, extend the service life of the structure, and reduce<br />

the frequency and cost of repairs. The objective is not only to repair<br />

existing deficiencies, but also to take corrective measures to prevent or<br />

reduce future problems. When tied to a competent bridge inspection<br />

program, regular maintenance represents the most cost-effective approach<br />

for achieving long service life from existing structures. Unfortunately,<br />

maintenance is often neglected until critical problems develop that require<br />

major restoration or replacement of the structure. In times of declining<br />

budgets, the first program reduced as a money-saving measure is often<br />

maintenance, when, in fact, reduced maintenance substantially increases<br />

long-term costs.<br />

In general terms, bridge maintenance includes those activities necessary to<br />

preserve the utility of a bridge and ensure the safety of road users. In<br />

practice, all maintenance is either preventative or remedial. Maintenance<br />

activities are divided into categories that vary in definition and scope<br />

among different agencies. In this chapter, timber bridge maintenance is<br />

divided into the three following categories:<br />

1. Preventative maintenance involves keeping the structure in a<br />

good state of repair to reduce future problems. At this stage, decay<br />

or other deterioration has not started, but the conditions or<br />

potential are present.<br />

2. Early remedial maintenance is performed when decay or other<br />

deterioration is present but does not affect the capacity or<br />

performance of the bridge in normal service. At this stage, more<br />

severe structural damage is imminent unless corrective action is<br />

taken.<br />

3. Major maintenance involves immediate corrective measures that<br />

restore a bridge to its original capacity and condition.<br />

Deterioration has progressed to the point where major structural<br />

components have experienced moderate to severe strength loss<br />

and repair or replacement is mandatory to maintain load-carrying<br />

capacity.<br />

14-1

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