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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.

Cotangent (Cot)

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In recent years, there have been notable changes in the design philosophy, environmental criteria, staged construction techniques, and computer methods involved in bridge replacement. New types of materials such as concrete, steel, aluminum, timber, bamboo, and composites are available. For example, the use of precast components and high early strength concrete would lead to quick reconstruction. 1. Safety requirements and precautions: The contractor must meet the safety requirements of the Occupational Safety and Health Administration (OSHA), in addition to the scaffolding requirements. The contractor must install and maintain suitable shields or enclosures to prevent damage to adjacent buildings, parked cars, trucks, boats, or vehicles traveling on, over, or under structures undergoing galvanized repairs. 2. Pollution control: The contractor must take all necessary precautions to comply with pollution control laws, and rules and regulations of federal, state, and local agencies. 3. Use of nger joints for bridge superstructures: Either a galvanized or metalized coating for the nal joint is required. The nger joint system must be shop assembled with all components except for the drain trough. Where a nger joint is installed at an abutment, backwall concrete shall not be placed until the concrete deck pour is complete. 4. Girder replacement: A limited vertical under clearance usually causes accidents and may damage girders. Replacement with a shallow girder depth is a possibility. The proposed depth of girders will be adequate to accommodate utilities under the bridge deck.

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..

16. Consider the circuit shown in Fig. FE-6. Find the unknown currents for the circuit in Fig. 2-17. Suppose that R1 = 2 , R2 = 1 , and R3 = 3 and V1 = 10 V V2 = 3 V, and V3 = 6 V. , 17. A 17 resistor is in series with a 12 resistor. What is the equivalent resistance 18. Two 10 resistors are in parallel. What is the equivalent resistance 19. Find the equivalent resistance for the circuit shown in Fig. FE-7. 20. How is the Norton current related to the Thevenin equivalent voltage 21. Apply the Karni method to the circuit shown in Fig. FE-8. Find the equation for v o and use it to write down the Thevenin equivalent voltage and resistance as seen by the load resistor R L .

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