Drilldown: bridge data

From Indian River Lagoon Project
bridge data > Route 005d: 00009 & Service On 042a: Highway & Inspect Date 090: 02-16

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Status:
County 003:
Route 005d: (Click arrow to add another value)
Direction 005e:
Critical 006b:
Owner 022:
Lanes 028a:
2 (1) · 3 (1) · 4 (1) · 6 (1) · 7 (1) · 9 (1)
Traffic Year 030:
Service On 042a: (Click arrow to add another value)
Service Under 042b:
Length 049:
Width 052:
Superstructure 059:
Inspect Date 090: (Click arrow to add another value)
Direction 102:
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 foundations determined to be stable for the assessed or calculated scour condition. Scour is determined to be above top of footing by assessment, by calculation or by installation of properly designed countermeasures (1) · Bridge not over waterway. (1) · Countermeasures have been installed to mitigate an existing problem with scour and to reduce the risk of bridge failure during a flood event. Instructions contained in a plan of action have been implemented to reduce the risk to users from a bridge failure during or immediately after a flood event. (1)
Future Year 115:
Clearance 116:

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