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You say repeatedly how much being considered as a serious contender for the manager position would mean to you, yet you have many more reasons why this either is not desirable or why you aren t being considered that have nothing to do with your quali cations Can you explain this to me

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1 This work will be performed for developing design and construction details for underwater substructure repair and scour remediation Inspections will be required to follow the guidelines and standards as stated in Underwater Inspection of Bridges, FHWA-DP-80-1, 1989 Inspection of sensitive substructure elements will be in accordance with FHWA criteria The subaqueous portions of the structures receive a visual and tactile inspection by the engineer/diver inspector All inspections will be in accordance with FHWA Guidelines for Level III Underwater Inspection The type, approximate size, location, and extent of deterioration will be documented and set forth in sketches and in the inspection report If necessary, cleaning tools, from brushes to water blasting equipment, are utilized to clean excessive marine growth and expose surface areas for inspections All structures are sounded with a hammer to locate and determine the extent of deterioration Probing rods are utilized to locate lled scour holes around substructure units Signi cant deterioration and damage to substructures may be documented with underwater photography utilizing a 35 mm camera, with close-up attachments and an underwater strobe In addition, a channel bottom description is provided for each pier along with any noted scour The inspections will be performed using surface supplied air with hard wire communication and a safety line 2 The following requirements need to be addressed: Reasons for underwater inspection Types of condition surveys NBIS underwater requirements: All dive teams will be in compliance with OSHA regulations regarding underwater inspection of bridges by divers, 29 CFR PART 1910, SUBPART T Training of inspector divers: Trained underwater inspectors are required Due to the sensitive nature of this work, professional engineer (PE) divers uniquely quali ed to perform NBIS and underwater inspections are required Rehearsals and guidelines for inspection may be provided Diving equipment: Underwater diving, inspection, and documentation equipment has improved in quality in the recent years Visibility underwater may be limited.

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3 Dive safety: Acquaint those responsible for bridge safety with underwater inspection techniques and equipment so the safety of divers is not jeopardized Safety considerations include: Working adjacent to fast, unpredictable currents, rapidly rising water levels can be extremely dangerous Floating (or subsurface) debris and woody materials contribute to hazard during emergency work Weather conditions (rain, snow, or darkness) may further endanger safety 4 Identifying levels of inspection 5 Conducting diving inspection: Standard procedures for underwater inspection shall be followed Observations shall be accurate 6 Flow conditions in the river may make it dif cult to place lter layers Precautionary measures are required 7 Presenting methods of repair for commonly found defects: An accurate and consistent classi cation of damage, deterioration, and substandard conditions encountered during inspections The appropriate level of communication of such conditions to the agency for implementation Recommendations for repair Selection of repair methods Estimate of cost of selected alternate 8 All inspectors will use bridge repair priority codes to evaluate observed conditions and prioritize needed repairs to the facilities Priority codes will identify descriptions and conditions for low priority and routine maintenance, which may be performed separately 9 Preparing the condition report for repair: Refer to FHWA Technical Advisory No TA 514020, Sep 1988

I know you want this position very much, but you rationalize why you may not get it, making the organization the villain in the process

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