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The following rehabilitation methods need to be considered: 1 Cast-in-place bridge deck reconstruction such as a single course cast-in-place high performance concrete (HPC), normally with staged construction The advantages of conventional staged cast-in-place HPC bridge deck reconstruction include: Composite action can be achieved improving the live load capacity CIP construction more readily accommodates geometric conditions High performance concrete provides an extended service life The entire deck replacement at the same time leads to uniform performance for shrinkage and creep in concrete Greater contractor familiarity 2 The disadvantages of conventional staged cast-in-place HPC bridge deck reconstruction include: High traf c impacts Long construction duration Weather restrictions Non-uniform stresses in deck 3 Superstructure replacement: It is particularly advantageous for rapid construction and in addressing deterioration or de ciencies in the superstructure This method has the same advantages as conventional deck replacement: Increased life expectancy reduces future temporary traf c impacts that would otherwise be experienced under a repair approach (for example bearing retro t or bridge painting)

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Design issues such as span length, cost, and importance of bridge may in uence the decision for replacement

Learners use their Head Center to identify their thinking patterns related to the development area, their Heart Center to determine their relevant emotional response patterns, and their Body Center to honestly acknowledge their behavioral response patterns and consequences; using all three Centers, they assess their current awareness level

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Accelerated construction typically provides the shortest construction duration and the least traf c impacts 1 Precast panels: Precast concrete deck panels are formed and poured in a precasting yard prior to construction, placed in the eld, made composite with the girders via shear studs, post-tensioned and typically overlaid The advantages of using precast concrete deck panels include the following: Shorter on-site construction duration Minimized traf c impacts Improved quality control and less cracking 2 Prefabricated superstructure systems 3 Accelerated cure cast-in-place concrete: The disadvantages of using precast concrete deck panels include the following: Maintenance and long term performance concerns (susceptible to leakage) due to the number of joints Involves post-tensioning, typically in both the longitudinal and transverse directions Dif culty in accommodating anything but simple geometric conditions (horizontal curves, skews, cross slopes, pro les) Dif culties in constructing future replacement/repairs due to joints and post-tensioning Initial construction cost is greater than cast-in-place deck replacements 4 Localized deck replacement/repair with overlay: The localized deck replacement and deck repair approach has been used for nearly 40 years on bridges This approach typically involves annual contracts that replace the highest priority localized areas of decks, repair deck spalls, repair/replace deck joints, and replace surfacing The bene ts of performing this type of work include: Targeting the areas which are in the worst condition and avoiding emergency repairs Maintains structures in functional condition with a limited budget Allows for work on numerous structures by focusing on the highest priority areas, not just a single bridge Cost effective when considering the limited construction budget and age of the bridge However, there are a few downfalls to this method of repair, including: Dif cult to maintain traf c depending on number of lanes, shoulder widths, and superstructure con guration Very expensive due to MPT costs and limited duration of lane closings Repairs are made on the same bridges on a periodic basis Limited number of contractors available who are capable of performing this type of work Long term quality is compromised due to limited duration of construction stages Increased unit cost because of reduced quantity Eventually no longer economically feasible as the deterioration rate increases due to the age of the bridge 5 Program schedule and funding: The bridges in this study were evaluated to determine the preferred reconstruction/rehabilitation alternative at each location, as previously summarized Then, considering condition, life expectancy, and MPT impacts, the structures were.

Step 4 Choice the decision to take responsibility for yourself and to commit to your own growth and development

prioritized to assist in developing a reconstruction/rehabilitation program for implementation by the authority The following page is a suggested schedule for design and construction of the preferred alternative at each bridge location The schedule also provides an approximate duration for preparation of the environmental permits and for environmental agency review A comparative study of alternative methods of repairing cracks and joints is required Case studies of successful repairs for past projects need to be made Figure 93 summarizes some of the common approaches to repair of concrete, including full or partial replacement or crack sealing Other methods are partial casting, packing, overlaying, and grouting Repairs are based on condition of defects and can be classi ed as: 1 2 3 4 5 No repairs needed Minor repairs needed Major repairs needed Partial replacement needed Full replacement needed

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