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Figure 92 Deterioration of reinforced concrete beams due to lack of maintenance
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CONVENTIONAL REPAIR METHODS
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Fatigue sensitive details and stress risers of all types may be removed All fatigue sensitive details must be analyzed 1 2 3 4 5 Rivet holes and non-radius cuts cause stress increase Lateral connection plates should not be welded to tension anges Rivet holes should be made round by reaming to eliminate crack initiation sites Riveted girders should not be retro tted for continuity due to their uncertain fatigue performance and dif cult splice detail requirements To carry the new live loads when widening, new load paths may be created The stiffness of the new members and how the older adjacent members are to be strengthened should be considered Short term crack sealing and joint repair in steel Webs are fracture critical members (FCM) Fracture of thin webs is a dangerous scenario and needs to be xed immediately Steels used in main members should be ordered to the correct level of strength and toughness For main members, the material should specify Charpy V Notch (CVN) requirements for the FCM zone and reference the direction of rolling FCM tension members on the drawings should be marked with (T) Corrosion prevention: Maintenance painting of steel bridges is required
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96 ALTERNATIVE METHODOLOGY AND TECHNIQUES OF REPAIRS
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The study involves review of: 1 2 3 4 As-built plans Reports Rating calculations A eld/visual assessment at each of the seven structures using lane closings for top deck inspection and for bridges on rivers by use of boat for the underdeck inspection
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Following the evaluation phase, an alternative analysis is prepared for bridge deck rehabilitation and reconstruction Potential deck reconstruction methods to be considered for each bridge shall account for: 1 2 3 4 5 6 7 The deck condition Overall bridge condition MPT/staging Bridge age, structure, or component life expectancy Construction schedule Constructability issues Outstanding design issues
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The deck rehabilitation and reconstruction methods include: 1 Staged cast-in-place high performance concrete bridge deck reconstruction 2 Superstructure replacement 3 Accelerated construction methods such as prefabricated deck panels and superstructure systems, and use of accelerated cure cast-in-place concrete
SECTION 3
REPAIR AND RETROFIT METHODS
4 Localized deck replacements and repairs with new overlays 5 As a last resort, bridge replacement Additional rehabilitation work items may be required with deck reconstruction projects, such as: 1 2 3 4 5 6 7 8 Bearing or superstructure repairs Bridge widening Superstructure painting Lighting improvements Drainage improvements Elimination of deck joints Seismic retro t Approach roadway work
Rehabilitation Study Report
A rehabilitation study report is prepared and recommendations based on the above criteria are made It is better to prioritize the group of bridges which are due for repairs since it is dif cult to work on all bridges at the same time The following detailed assessments are needed: 1 2 3 4 5 6 Maintenance and protection of traf c Study of full or partial detour Cost estimates for each alternative Life cycle cost Environmental permit assessment Right-of-way acquisition
Comparative Study of Rehabilitation Alternatives
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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