BRIDGE REPAIR/REHABILITATION FEASIBILITY STUDY
Bridge Repair_Rehabilitation Feasibility Study - Town to Chatham
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