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bridge protection countermeasure is no longer meeting design criteria, then adjustments can be made to ensure the continued long-term function of the technique Such maintenance is called adaptive management because it is geared to identify over time what countermeasures are best for bridge scour, while minimizing impacts to ora and fauna 2 Gradual changes that can be monitored include: Migrating meander forms Sediment supply from upstream Impacts to vegetation When a high ow event occurs, changes may be sudden and unexpected

Heart Center Challenge: Recognizing and Leveraging Defense Mechanisms When have you observed the learner use a particular defense mechanism Would a direct or an indirect challenge be more effective How would you phrase this defense mechanism challenge

Pit width Pit depth Data bit length Modulation Error correction Error correction overhead Bit error rate Correctable error (1 layer) Speed (rotational)d Channel data User data: channel data Format overhead Capacity rated

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1 A complete report will be prepared for each substructure It will include: Field notes Photographs of general conditions Locations of deterioration of substructure elements Bridge substructure sketches with highlighted details Conclusion with recommendations for repairs and cost estimates 2 For bridges located over rivers, the engineer will utilize special access equipment, such as: Bridge tracker (a rubber-tracked bucket truck that can operate in water depths of up to 8 ft and has a 42 ft working height) Bucket boat (a medium boat-sized water vessel equipped with a hydraulic bow thruster that uses outrigger pontoons) Other mechanical systems for stability that have a working height of 66 ft and need 12 inches of draft Spider or hi-lo system (allows vertical access for piers, walls, and abutments in excess of 1000 ft) for full-depth inspection of all bridge substructure elements This special access equipment will not impact bridge vehicular and pedestrian traf c An Aspen Aerials UB truck with MPT will be utilized in limited situations The Aspen Aerial UB truck will permit the inspector access to bridge component locations that are inaccessible from below 3 The inspection sequence chosen by the engineer should be designed to: Maximize the effective capabilities of the under-deck access equipment Take advantage of the average seasonal climate and low river depth conditions Minimize the impact to vehicular traf c Allow the completion of all inspection work within the proposed time frame 4 Inspection of the bridge substructures will utilize the bucket boat before the river s drop in water depth precludes the use of a boat The bridge tracker will be utilized on areas of the canal that are less than 8 ft deep and do not demand more than 40 ft working height The bucket boat will be used in the main channel, and the bridge tracker will be used closer to the banks where the water depth is much lower If site conditions permit, both pieces of access equipment will be used concurrently while inspecting a bridge.

010 m 0154 m ETM, RLL(1,10) (8:12) RS-PC 71 mm 648 3655 2048:3631 77% 15 to 30 GB per side 1-7

When Randall discusses the possibility of not receiving the promotion, he rationalizes this by explaining that people who receive promotions are not happy, that being promoted is merely an example of the political game that he nds tedious, and that his jokes are useful because they make people laugh These are only a few of his many rationalizations His excessive use of reframing suggests that giving a direct challenge to his defense mechanism would be the most effective approach

To ensure public safety and to protect the capital investment in bridges over water, underwater structural members must be inspected to the extent necessary to determine their structural condition with certainty Underwater inspections must include the streambed for evaluating erosion

010 m 011175 m 0745 m PPe, RLL(1,7) (2:3) LDC and BIS picket 17% 2 104 70 mm 4917 m/s 660 Mbps 35965 Mbps 2048:3758 83% 25 to 50 GB per side

The following three methods are commonly used: 1 A wading inspection in shallow waters: In shallow water, inspections may be made visually from above the water surface Use of cofferdams will be avoided due to the expense involved 2 Scuba diving in deep water: SCUBA stands for self-contained underwater breathing apparatus Air is inhaled from portable high-pressure steel or aluminum supply cylinders In deep water, inspections require diving or other appropriate techniques to determine conditions Duration varies according to depth but will not exceed 30 minutes at a maximum 40 ft depth Two types of exposure suits are required the dry suit and wet suit for cold and hot temperatures 3 Hardhat and lightweight diving for rivers with high velocities: This involves surface supplied air by a high volume low pressure compressor (150 to 200 psi) Diver s equipment weight is over 150 lbs

Channel bit length 01333 m(SL), 01467 m(DL)

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