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INSPECTION, RATING, AND HEALTH MONITORING TECHNIQUES
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11 in 17 in plans: Plans include detail to a level suf cient to clearly demonstrate the repair/remediation type and location, along with construction staging and construction access
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8142 Preparing a Rehabilitation Report
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All inspection observations and results will be summarized in a report using a standard format A sample copy of a rehabilitation report is attached in the Appendix It addresses the following issues: 1 2 3 4 5 6 7 8 9 Description of project area and structure Condition of structure and ratings General considerations and constraints Roadway and safety improvements Structural rehabilitation and reconstruction scheme Widening and/or vertical clearance improvement Maintenance of traf c Cost estimate for alternates and cost analysis Recommendation
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Rehabilitation report for emergency, interim, and priority repairs: This report is required when a bridge needs to be repaired without delay as a result of re, accident, terrorism, or extreme conditions such as earthquake or oods Major defects, if not repaired immediately, may require closing the bridge or a portion thereof and could even lead to a total collapse of the structure Most repairs should start within 3 to 14 days of noti cation by the eld staff Much depends upon the judgment and training of the bridge inspector in the eld in eliminating safety hazards to the traveling public For example, the FHWA Recording and Coding Guide for Structure Inventory identi cation of old SI&A coded as 2 or less on an inventory sheet is important Item #58 Deck Item #59 Superstructure Item #60 Substructure Code 2 Critical condition Advance deterioration of primary structural elements Fatigue cracks in steel or shear cracks in concrete may be present Scour may have removed substructure support Unless closely monitored, it may be necessary to close the bridge until corrective action is taken Code 1 Imminent failure condition Major deterioration or section loss present in critical structural components or obvious vertical or horizontal movement affecting structure stability The bridge is closed to traf c, but corrective action may put it back into light service Rapid design may require ad hoc procedures using engineering judgment, a higher factor of safety, and little consideration of cost If emergency funds are not readily available, funds may be transferred from other account heads Rapid design and construction procedures may be used and a contractor may be appointed without a bid process
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8143 Emergency (Highest Priority) Category Repairs
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1 Examples of damage requiring emergency repair include: Crack in a non-redundant primary load carrying steel member Localized failure of bridge deck
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SECTION 3
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REPAIR AND RETROFIT METHODS
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Deterioration which causes a main load carrying member to become unstable More than 50 percent undermining of bearing area of a non-redundant member Damaged or missing sections of bridge railing 2 In many instances, it may be necessary to: Block off the affected area partially Block off the affected area completely Post load restrictions Post speed restrictions Interim repairs: The need for interim repair measures shall be considered when permanent repairs may not be constructible in a timely manner Also, when the importance factor of the bridge is high, emergency funds may readily be made available on a limited basis In which case emergency design can be split into an interim design plus a nal design to follow
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815 VALUATION OF UNKNOWN FOUNDATIONS
Potential of buried footing to erosion: Many of the older substructures do not have as-built drawings However, for scour vulnerability assessment, the physical size and type of foundation needs to be investigated Using FHWA s Geotechnical Engineering Notebook Issuance GT-16 Determination of Unknown Subsurface Bridge Foundations, 1998, the following approach can be employed to determine unknown foundations of bridges on timber cribbing that require a scour study: The engineer will determine footing depths using borings
DISASTER MANAGEMENT
The author was a member of a UNESCO sponsored team, which visited Erzurum in Eastern Turkey in 1987 after a devastating earthquake As a member of a National Academy of Sciences team, the author visited North Pakistan in 2005 to inspect seismic damage and prepared a report for rehabilitation and reconstruction measures on behalf of USAID The relief and rehabilitation report and other details are provided in an earlier chapter Based on ndings of the condition assessment, potential repair/remediation recommendations will be developed Fluctuating river elevations will be taken into account when developing repair recommendations and reviewing the construction feasibility Evaluation shall include, but is not limited to: 1 Evaluation of constructability 2 No construction staging would be required for substructure rehabilitation work
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