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In the past, a rating factor was based on the LFD method as follows: RF (C DA1) / A2 (L I) C Capacity of member D Dead weight effects L Live load effects I Impact factor A1 Factor for dead load A2 Factor for live load RF for LFD is expanded as the general LRFR equation given below (refer to AASHTO Manual for Condition Evaluation and Load and Resistance Factor Rating of Highway Bridges, October 2003): Rating factor RF [C ( DC) DC ( DW) DW ( P ) P] / ( L )/ (LL IM) 1
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For service limit state C fR (allowable stress speci ed in LRFD speci cations): DC Dead loads DW Dead load of wearing surface and utilities
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LRFD load factors, replacing A1 factor for dead load in LFD rating equation Evaluation live load factor, replacing A1 factor for live load in LFD rating equation Permanent load other than dead load Live load effect Dynamic load allowance
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Rating is calculated in tons and standard truck weight is multiplied by rating factor to evaluate capacity RT If the rating factor is W RF
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1 Load posting using AASHTO Manual on Uniform Traf c Control Devices (MUTCD): When RF is between 03 and 1, safe posting load (RF 03) W/07 RF 03, a lower legal load vehicle is posted 2 Strengthening: When RF 03 for the three AASHTO speci ed legal trucks, the bridge is due for strengthening or partial replacement Girder replacement: If it is not feasible to strengthen, girders need to be replaced with deck slab and parapets Bridge replacement: If substructure requires major repairs, the entire bridge needs to be replaced Strengthening and replacement of members requires detailed design for all possible environmental loads and hence many more design load combinations are applicable than for the load rating Rating is followed by design LRFD computer software computes and prints out ratings in addition to design results Hence, rating and design usually go hand in hand Live load de ection control such as L/800 is not be applicable for rating Wind loads, temperature effects, and earthquakes are not considered for load ratings Loads on substructures are both vertical and horizontal Any redesign of substructures may require applying all AASHTO LRFD load combinations
513 Types of Ratings
Load rating analysis of bridges is performed to determine the live load that structures can safely carry Bridges are rated at three different stress levels, referred to as: 1 Inventory rating: Inventory rating is the capacity rating for the vehicle type used in the rating that will result in a load level which can safely utilize an existing structure for an inde nite period of time Inventory load level approximates the design load level for normal service conditions
SECTION 2
STRENGTHENING AND REPAIR WORK
2 This value is typically used when evaluating overweight permit vehicle moves Operating rating: Operating rating will result in the absolute maximum permissible load level to which the structure may be subjected for the vehicle type used in the rating This rating determines the capacity of the bridge for occasional use Allowing unlimited numbers of vehicles to subject the bridge to the operating level will compromise the bridge life 3 Posting rating: The posting rating is the capacity rating for the vehicle type used in the rating It is a load level which may safely utilize an existing structure on a routine basis for a limited period of time The posting rating for a bridge is based on inventory level plus a fraction of the difference between inventory and operating This may lead to load restrictions of the bridge or identi cation of components that require rehabilitation or other modi cation to avoid posting of the bridge 4 Preparing a load rating report: A load rating report shall include the following: Material properties Loading assumptions Plans or sketches showing all properties and assumptions Printout of computer data le(s) where appropriate Documentation of structural model used in analysis Inventory, operating, and posting summary for HS-20 and all legal loads Electronic copies of data le(s)
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