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Using inspection data, an engineer will be able to: 1 2 3 4 5 1 2 3 4 Predict deterioration Improve safety or serviceability Estimate savings and costs Optimize a program with limited funds Generate reports for state legislation Further, the inspection system can be used to: Identify maintenance needs Develop repair and rehabilitation strategies Plan functional improvements Suggest replacement
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INSPECTION, RATING, AND HEALTH MONITORING TECHNIQUES
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BRIDGE COMPONENTS FOR INSPECTION AND STRUCTURAL EVALUATION
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Superstructure Components
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Inspection and evaluation procedures cover each of the multiple superstructure components: Deck slabs: 1 Types of deck repairs 2 Timber, concrete, steel, joints, drainage, lighting, and signs Timber bridges: Solid sawn, glulam Concrete bridges: 1 Slab bridge, T-beam, reinforced and prestressed concrete girders, box girders 2 Precast segmental, box culverts Steel bridges: 1 2 3 4 5 Fatigue and fracture Nondestructive testing Rolled steel and fabricated plate girders Multi-girder and through bridges Box girders, trusses, arches, and rigid frames Special bridges: 1 Suspension cable and cable-stayed 2 Movable 3 Pipe culverts Inspection and evaluation procedures will cover the bearings and multiple substructure components
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Structural deck ratings: 1 2 3 4 5 1 2 3 4 5 6 7 8 9 Sidewalk rating Rail/parapets rating Curbs rating Wearing surface rating Monolithic surface rating Scupper ratings: Grate rating Inlet rating Primary and secondary girders rating Superstructure joint rating Superstructure paint rating Median rating Lighting rating Sign rating Utility rating
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Table 81 Action required for the inventory of superstructure members Superstructure Component Deck Scupper/downspout Bearing seat Structural steel Deck joints Compression seal deck joints Modular dam deck joint Steel dam deck joints Expansion dams Parapet mounted railing Deck mounted railing Pedestrian railing Median barrier Bearings Bearing pedestal/seats Approach slab Bituminous wearing surface Timber deck Steel open grid deck Concrete deck Concrete sidewalk Concrete curb Parapet Scupper grate Drain scupper Timber stringer Other timber members Steel truss (FCM) Steel girders Steel oor beams Steel diaphragm/bracing Prestressed concrete beam Reinforced concrete beam Reinforced concrete diaphragm Other reinforced concrete members Superstructure members Superstructure members Temporary bridge Activity Clean/ ush Clean/ ush Clean/ ush Clean/ ush Reseal/repair Repair/rehabilitate Repair/rehabilitate Repair/rehabilitate Repair/rehabilitate Repair/replace Repair/replace Repair/replace Repair/replace Lubricate/rehabilitate/retro t Reconstruct Repair/replace Repair/replace Repair/replace Repair/replace Repair/replace Repair/replace Repair/replace Repair/replace Repair/replace Install Repair/replace Repair/replace Repair/replace Repair Repair/replace Repair/replace Repair/replace Repair/replace Repair/replace Repair/replace Spot painting Apply protective coating Modular/construct
INSPECTION, RATING, AND HEALTH MONITORING TECHNIQUES
843 The Pontis System for Bridges
The earlier used SI&A sheet for eld data input about each element of a bridge has now been replaced by a Pontis-based data input sheet In many states, PONTIS data sheets are being used to help with input in a computer program Otherwise the objectives of the method are the same Old structural inventory and appraisal (SI&A) sheets and new PONTIS sheets: 1 SI&A sheets outline the inspected condition of a bridge, the ratings, and proposed improvements 2 Based on these sheets, a rehabilitation report is prepared 3 Many of the existing inspection reports are based on SI&A sheets, which had extensive data in a condensed format on a single page SI&A sheets include the following inspection related data: 1 2 3 4 5 6 7 Bridge name and location Identi cation Classi cation Structure data for load posting, type of service, structure type for main and approach spans, minimum vertical and lateral clearances, etc Proposed improvement costs in thousands and future ADT Inspection data and other inspection dates Condition ratings for deck, superstructure and substructure, channel and channel protection, culvert and approach condition, critical features such as fracture critical, underwater, or special inspections Inventory and operating rating Appraisal ratings, structural evaluation, deck geometry, vertical and lateral underclearance, bridge posting, and waterway adequacy Railroad items Programming Remarks
PONTIS and BRIDGIT
8 9 10 11 12
Following the National Bridge Inventory rating, Pontis provides bridge substructure as a default element category de nition Speci c elements can constitute a condition Elements can be user de ned or drawn from a list of default element de nitions Piers, pier walls, and abutments of various materials (concrete, reinforced concrete, masonry, and timber) are included Condition states and actions for each element are provided A reinforced concrete submerged pile (Element 227) in Condition State 3 (exposed steel) would require cleaning and patching (action item 41) Pontis allows users to de ne condition units that are in different environments as parts of the same element and may have different conditions BRIDGIT is similar to Pontis in inventory and condition rating BRIDGIT appears to offer some additional exibility in bridge-speci c condition data such as load rating User de ned data items can be added to the inventory and in a given condition state, condition information is included as a percentage of a particular element Pontis consists primarily of commonly recognized (CoRe) elements and smart ags In addition, it consists of any sub-elements, smart ags and special non-CoRe elements 1 CoRe elements are commonly recognized nationwide A CoRe element will have nationwide consistency regarding condition, units of measure, and relationship to NBI
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