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Repair and rehabilitation of damaged or deteriorated prestressed concrete beams, especially the repair of beams that were damaged by oversize vehicles, is required on all rehabilitation projects. The affected structures should be monitored regularly as part of the inspection process, and joints, particularly on prestressed concrete box beam structures, should be kept watertight. Reference NCHRP Synthesis of Highway Practice 140, Durability of Prestressed Concrete Highway Structures, when addressing items such as: Shun the incremental and go for the leap. Identify defects and perform repair based on underwater inspection reports. Table 10.8 shows the types of defects that may exist for bridges: Gain flattening. All wideband power amplifiers should incorporate some type of compensation to maintain a flat gain across their entire bandwidth to within 2 dB or better. This is needed because of an amplifier s inclination to possess a higher gain at its lower frequencies than at its higher frequencies; gain decreases at 6 dB per octave as frequency increases. The high gain, as mentioned above, can cause low-frequency instabilities and subsequent transistor damage. By far the simplest method is to add a losser network (Fig. 3.55) between the driver and the power amplifier. This will send excess low-frequency power to R at an almost perfect amplitude compensation value of 6 dB per octave, thus flattening the gain response of the power amplifier. Since this circuit is merely a high-pass network with a load, design it to pass without attenuation the highest frequency of interest. The natural Legal Issues for Creative People Specific Functions
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