Page 31 - Bridge and Highway Structure Rehabilitation and Repair
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6              SECTION 1                                                  ADMINISTRATIVE ISSUES



                            Developing effective methods of repair and rehabilitation should result in minimum cost
                            of maintenance for the innumerable situations. This would lead to selection of the most
                            promising and emerging preservation methods to ensure continuity. One of the goals is to
                            focus on safety, serviceability, and economy.
                        4. New methods of prefab design: Development of LRFR and LRFD guidelines may apply
                            to prefabricated elements, drainage guidelines, and methods for scour protection, seismic
                            design, software applications, and check lists in QA/QC documents.
                        5. Innovative applications: New materials include FRP composites, SIKA CarboDur and SIKA
                            Wrap or equivalent, accelerators, air entraining admixtures, water reducers, super plasticiz-
                            ers, pozzolans, emulsions, anti-washout admixture for underwater concrete, use of HPC and
                            HPS, scour countermeasures, seismic retrofi t, etc.
                        6. New aids in planning: The use of GIS and imaging technology, stay-in-place formwork,
                            precast deck panels, and orthotropic decks is becoming popular.


                        1.2.3 New Traffi c Loads
                            In Europe and many other countries, bridges built prior to the 18th Century still exist and

                        continue to serve traffic needs. Older bridges were originally designed to carry much lighter
                        carriages, carts, and wagons, but now heavy trucks, automobiles, and military vehicles are using
                        them. The aim of the new generation of bridges is to provide for heavier truck loads. Such old
                        bridges also need to be rated and posted for maximum live load.
                            A fresh approach to the evaluation of maintenance issues will help in mitigating the inevi-
                        table deterioration of bridges, thus leading to minimal discomfort. An insight into the needed
                        approach is highlighted in this book. Such an approach is likely to reduce costs and construction
                        durations. It may also result in increased standardization, introduce uniformity of construction
                        and lead to longer-lasting, low-maintenance structures.

                        1.2.4  Explaining the Proposed Rehabilitation Process
                            Current practice: Inspection reports serve as the eyes and ears of the design engineer. Recom-
                        mendations coming from the field assessment are evaluated by rating analysis programs. FHWA

                        rating criteria is generally used. Alternatives based on repair methods and cost consideration
                        are studied before preparing rehabilitation designs and drawings. However, newer monitoring
                        methods have emerged using remote sensors and robotics. Examples of other innovations are
                        HPC and HPS materials, isolation bearings and scour countermeasures, LRFR methods, etc.
                            The following questions need to be re-addressed in light of changing technology:
                        Why repair and rehabilitate?
                            Safety, continuity of use, and failure prevention are the primary reasons. The following
                        considerations are of paramount importance:

                        1. Improving traffic conditions, geometry, sight distance, and clearances.

                        2. Addressing environmental concerns.
                        3. Increasing load carrying capacity.
                        4. Correcting defi ciencies.
                        5. Providing for possible future widening.
                        6. Minimizing costs to be incurred.

                        When to repair and rehabilitate?
                            Repairs should directly follow the recommendations presented in inspection reports. Emer-
                        gency repairs are generally required immediately after an emergency or after extreme events,

                        such as vessel collision, flood scour, or earthquake. Chapter 3 analyzes various types of failures,
                        their causes, and methods of preventing failures.
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