Drilldown: bridge data
From Indian River Lagoon Project
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Use the filters below to narrow your results.
ObjectID:
County 003:
Place 004:
Route 005d: (Click arrow to add another value)
Direction 005e:
Features 006a:
'Aurantia Rd. ' (1) ·
'C-54 Canal ' (1) ·
'CR-5A ' (1) ·
'FECRR - Tymber Crk Rd ' (1) ·
'Fellsmere Canal ' (1) ·
'I-95 ' (1) ·
'Lake Washington Road ' (1) ·
'Maytown Rd. ' (1) ·
'Maytown Road ' (1) ·
'Sottile Canal ' (1) ·
'Spruce Creek ' (1) ·
'SR-40 ' (1) ·
'SR-406 ' (1) ·
'SR-421 ' (1) ·
'SR-44 ' (1) ·
'SR-442 ' (1) ·
'SR-50 ' (1) ·
'SR-514 ' (1) ·
'SR-518 ' (1) ·
'SR-520 ' (1) ·
'SR-524 ' (1) ·
'Tillman Canal ' (1) ·
'Tomoka River ' (1) ·
'US-1 ' (1) ·
'US-192 ' (1) ·
'US-92 ' (1) ·
Addison Canal (1) ·
Fellsmere Canal (1) ·
Lake Washington Road (1) ·
Sottile Canal (1) ·
Wickham Road (1)
Critical 006b:
Facility 007:
Number 008:
Location 009:
Latitude 016:
Longitude 017:
Owner 022:
Built 027:
Traffic 029:
Service On 042a:
Service Under 042b:
Kind 043a:
Type 043b:
Length 049:
Deck 058:
Superstructure 059:
Substructure 060:
Channel 061:
Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. (1) ·
Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. (1) ·
Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. (1) ·
N/A (1) ·
No noticeable or noteworthy deficiencies which affect the condition of the channel. (1)
Culvert 062: (Click arrow to add another value)
Inspect Date 090:
Direction 102:
Rebuilt 106:
Deck Type 107:
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 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 114:
Future Year 115: (Click arrow to add another value)
Clearance 116:
Showing below up to 46 results in range #1 to #46.
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