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2 Assess the condition of the structural deck
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3 Assess the structural integrity
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To assure serviceability of the structure during construction and to de ne the extent of rehabilitative work required To identify impact to project scope and cost to address the structure s vulnerabilities prior to design approval Re ne project cost and further assess the alternate s cost effectiveness and technical feasibility
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4 Assess the structure s vulnerabilities 5 Assess the feasibility of rehabilitation versus replacement
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BRIDGE WIDENING AND DECK REPLACEMENT STRATEGY
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6 Accident potential: Geometrics, such as substandard sight distances, grades, and super elevations which contain clear potential for accidents, need to be improved Those improvements may favor replacement The review of geometrics should include bridge width, horizontal clearances, alignments, etc 7 Live load restriction: When considering rehabilitation, the load rating will be checked, especially if it is posted 8 Accelerated construction: The resulting rehabilitation or reconstruction activities would require temporary closures or detours, thereby causing signi cant reduction in the public s mobility It would lead to traf c congestion, delays, and work zone accidents Interruptions interfere with the ability to reliably plan travel time and adversely affect commerce and
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Table 76 Comparative study of bridge rehabilitation (REH) versus replacement (REP) Subject 1 Historic Bridge Impact Yes No 2 De cient geometry or Number of fatal accidents < statewide road condition causing average but no potential for accidents fatal accidents Number of fatal accidents < statewide average but potential for accidents Number of fatal accidents statewide average Impact of de ciency affects highway, navigable waterway, or railroad traf c below bridge 3 Relative cost of rehabilitation/ replacement REH/REP 15 Reconstruction Option REP not feasible REH or REP Warning signs to be posted for de ciency REH or REP to correct safety problem REP REP REH
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REP/REH REP/REH Redundant 5 Fatigue sensitive details 6 Bridge conforms to AASHTO and state code standards Yes
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133 TO 15 133
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REH or REP REP REH or REP by adding redundancy REH or REP REH or REP by removing critical details REH or REP
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4 Redundancy of bridge Non-redundant
Conforms to standards
Deviation from standards are acceptable Can be brought up to standards by REH Cannot be brought up to standards by REH 7 Inadequacy of river opening size or poor stream alignment 8 Maintenance and protection of traf c Hydraulic inadequacy No hydraulic inadequacy Construction staging is feasible Detour is feasible Bridge on new alignment is feasible Temporary structure is feasible
-doREH REP REP with span adjustment REH or REP -do-do-do-do-
SECTION 2
STRENGTHENING AND REPAIR WORK
industry To some extent the public seems to be losing patience with the prolonged duration of temporary construction work, which should provide comfort Hence, focus should be placed on accelerating the bridge construction 9 Experience with community outreach has shown that people care about sentimental values and preservation over construction of a new bridge or going through the hassles of lane closures, traf c jams, and detours during long construction periods 10 Most bridges have a reserve strength which needs to be utilized With the desired emphasis on effective repairs or rehabilitation, engineering efforts can be focused on developing and applying new technologies in this specialized discipline It would be prudent to discourage outright replacement The decision to replace may be postponed for as long as conditions permit, although the following considerations may point in favor of replacement: For a new structure, there is unlimited choice in selecting aesthetics, location, span length, alignment, geometry, construction material, number of beams, member sizes, type of bearings, and types of substructures and footings An alternative analysis needs to be carried out for nalizing the physical parameters Heavier truck loads such as permit loads may be applied A provision may be kept for future widening A rehabilitation project may be designed to conform to FHWA criteria of highway for life or smart bridges
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