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For each structural component, the following issues will be addressed: 1 Structural steel replacement and/or strengthening Existing steel beams with deck replacement shall be made composite in positive moment regions In order to determine the remaining service life, a fatigue analysis of existing steel members to be reused or rehabilitated will be carried out in accordance with: AASHTO Guide Speci cations for Fatigue Evaluation of Existing Steel Bridge, 2007 AASHTO LRFD Speci cations for Bridge Highways, and the current state LRFD bridge design manual 2 Investigate use of high performance steel: Use of HP 70W for durability, weight, and cost savings, and strengthening fractured oor beams will be considered 3 Heat straightening: This old technique is used to restore deformed steel members by gradual heating and cooling The procedure is more of an art than a science and requires experienced craftsmen Beams or girders that have been struck by trucks or are bent by other causes can often be repaired by heat straightening only, or in combination with eld welding to install new sections for the damaged steel member portions Steel can be bent from overload, collision, earthquake, or re A repair procedure to straighten plastically deformed regions of damaged steel by applying repetitive heating and cooling cycles is generally used Each cycle leads to a gradual straightening trend Maximum temperature is controlled so that thermal stress from heat shall not increase the yield stress of steel Steel has the capacity to restore to its original condition through heating The performance of repaired steel does not change The alternate method of hot mechanical straightening uses an external force by which properties of steel are affected and early fracture can take place If heat straightening is deemed to be practical, a detail showing the location of the repair and procedures needs to be prepared in the form of a report 4 Micro composite reinforcing steel bars, corrosion inhibitors and latex modi ed concrete: Conventional 60 ksi rebars are known to corrode Micro-composite steel is non-coated and is highly corrosion resistant Corrosion inhibitors and latex modi ed concrete can extend the life of bridge decks by more than 20 years The use of corrosion inhibitors with conventional rebars can mitigate the problem by chloride extraction Corrosion of reinforcing bars is caused by salt penetrating concrete The.

Maintain confidentiality agreements Possess impeccable integrity and not have side conversations with others in the organization related to the coaching Be reliable in the coaching relationship that is, the developer will be available to the learner when needed

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chemical corrosion inhibitor additive is designed to protect structural steel reinforcement by preventing oxidation after full or partial depth repairs of bridges The corrosion inhibitor additive allows its products to chemically counteract the corrosion process that takes place at the interface between the iron and the concrete ASTM has developed ASTM G109 corrosion inhibitor speci cations 6 Joints, bearings, and devices (JBD): A DOT study investigating joint failures listed lack of designer s awareness as a key concern Topics of critical importance are theory and design of common types of JBD, reliability-based design, installation and maintenance, fatigue and corrosion, modeling, and nite element analysis Increased awareness of JBDs can enhance the probability that critical components will perform their functions with intended structural control

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Software decoders may skip frames and use mathematical approximations rather than the complete but time-consuming transformations This results in lower-quality video than from a fully compliant decoder Figure 28 MPEG Video Compression Example

The learner must also trust the organization for example, the learner must believe that there is no ulterior motive behind the development process,

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