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1 Some seismic retro ts include the use of isolation bearings, snubbers, and restrainers at discontinuous beams over piers; seismic detailing; the provision of ductile joints; and the adoption of seismic criteria in design Member sizes and joints must be designed for the AASHTO LRFD load combination strength VI Details of seismic retro ts are given in 10 2 Earthquake engineering should consider the vulnerability of column failure and incorporate design against progressive collapse The need for ductile detailing to prevent column damage has been emphasized in NCHRP 12-49 In design, ductility needs to be linked to speci c collapse mechanisms and any cantilever action resulting from loss of support A progressive collapse approach may increase bridge safety 3 Conclusions for seismic behavior: It has been shown that ground response during earthquake depends upon the soil conditions underlying a site A gross instability of the soil may develop, resulting in large permanent movements of the ground surface and associated distortion of supported structures The intensity of the earthquake movements should be studied in the forms of displacements and accelerations, as useful to the seismic engineering profession Therefore, it is important to record destructive earthquakes by means of accelerograph From the recorded accelerations the response spectra for different location areas may be calculated and the results may be applied in the seismic design of foundations and structural engineering

Structure s serviceability and functional obsolescence accounting for 30% and based on ability of bridge to meet current traf c conditions, and How essential the bridge is for public use - accounting for 15% 3 Vulnerability rating If rating is based on extreme conditions to which the bridge may be subjected in its life time and is vulnerable to fail as a result it is called vulnerability rating Examples are seismic vulnerability or scour vulnerability etc The behavior of the substructure or superstructure components under such cases is studied so that a failure can be avoided by a retro t etc 4 Rating of historic bridges A record of bridges of historic importance is maintained by National Register of Historic Places Survey information is available on a database kept by the state General requirements are: 1 Over 50 years age of bridge 2 Stone arch, metal truss and bridges with technological importance 3 Bridges located in on historic routes or districts Instead of replacement of original components, repair is preferred Strengthening is carried out at a higher cost than nonhistoric bridges Nondestructive testing methods to verify component performance are applied State guidelines or Secretary of Interior s Standards for the treatment of Historic Properties are a good guide for maintenance criteria

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In addition to the Player Status Registers, there are also General Purpose Registers (GPRs) GPRs are useful for on-disc programs to keep scores, track what sections of the disc have already been viewed, and to store user responses, and so on There is a total of 4096 GPRs available, each of them able to hold a 32-bit unsigned integer In comparison with DVD, where only 16 registers (called General Parameters) are available, this is a huge improvement and provides much better capabilities for mathematical calculations and tracking of the disc

As described in AASHTO Rating Manual: 1 When RF 10 Posting is not required 2 When RF 03 but 10 the safe posting load W (RF 03)/07 AASHTO LRFR Eq (6-7) 3 When lane load governs, W 40 Tons 4 For any vehicle when RF 03 the vehicle type should not be allowed on the span 5 When RF for all three legal loads (Type 3; Type 3-S2 and Type 3-3 units) 03 the bridge shall be closed for vehicular traf c 6 Speed limit may be lowered to reduce Impact live load 7 All Regulatory or warning signs shall conform to AASHTO Manual on Uniform Traf c Control Devices (MUTCD)

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The enduser is in the driver s seat when it comes to navigating the disc using a remote control or other available interface device, such as a keyboard The user decides when to change audio or subtitle streams, when to jump to a different piece of content, and any other playback decision There are generally two different ways for this decision to be made, either by selecting the appropriate option on the on-screen menu page or by making a decision on-thefly from any part of the disc (menu or video) using keys on the remote control or other device

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