Drilldown: bridge data

From Indian River Lagoon Project
bridge data > Place 004 : Deltona or Melbourne & Substructure 060: Other

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Status:
County 003:
Place 004: (Click arrow to add another value)
Direction 005e:
Critical 006b:
Owner 022:
Lanes 028a:
2 (1) · 3 (1) · 4 (1) · 5 (1) · 6 (1) · 7 (1)
Traffic Year 030:
Length 049:
Width 052:
Superstructure 059:
Substructure 060: (Click arrow to add another value)
Direction 102:
Rebuilt 106:
Scour 113:
Bridge foundations determined to be stable for assessed or calculated scour condition. Scour is determined to be within the limits of footing or piles (Example B) by assessment (i.e.,bridge foundations are on rock formations that have been determined to resist scour within the service life of the bridge), by calculations or by installation of properly designed countermeasures (1) · Bridge foundations determined to be stable for assessed or calculated scour condition. Scour is determined to be within the limits of footing or piles by assessment, by calculations or by installation of properly designed countermeasures (1) · Bridge foundations determined to be stable for assessed or calculated scour condition. Scour is determined to be within the limits of footing or piles by assessment, by calculations or by installation of properly designed countermeasures. (1) · Bridge foundations determined to be stable for the assessed or calculated scour condition. Scour is determined to be above top of footing (Example A) by assessment (i.e., bridge foundations are on rock formations that have been determined to resist scour within the service life of the bridge4), by calculation or by installation of properly designed countermeasures (1) · Bridge not over waterway. (1) · Bridge with "unknown" foundation that has not been evaluated for scour. Until risk can be determined, a plan of action should be developed and implemented to reduce the risk to users from abridge failure during and immediately after a flood event. (1)
Future Year 115:
Clearance 116:

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