Drilldown: bridge data
From Indian River Lagoon Project
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Use the filters below to narrow your results.
ObjectID:
Status: (Click arrow to add another value)
Date:
County 003:
Place 004:
Features 006a:
'11th Street Canal ' (1) ·
'B-19 Canal / Trib 1 ' (1) ·
'Barge Canal ' (1) ·
'C-51 Canal ' (1) ·
'Drainage Ditch ' (1) ·
'Indian River Relief ' (1) ·
'Lake Worth Creek Canal ' (1) ·
'LIPTOG CANAL ' (1) ·
'Loxahatchee River ' (1) ·
'OUTFALL SLOUGH ' (1) ·
'SR 60 ' (1) ·
'SR 91 TPK (STUART INT) ' (1) ·
'Tidal Canal ' (1)
Critical 006b:
Facility 007:
'Alta Drive ' (1) ·
'Esplanade Avenue ' (1) ·
'Indian Rvrsd Pk Rd' (1) ·
'NB SR 5 (US-1) ' (1) ·
'NBSR807 to EBSR80 ' (1) ·
'Riverbend Park Rd ' (1) ·
'SB SR 5 (US-1) ' (1) ·
'Service Road ' (1) ·
'SR 9 (I-95) ' (1) ·
'SR-3 ' (1) ·
'SR91 NB TPK 189.1 ' (1) ·
'SR91 SB TPK 134.32' (1) ·
'SR91 SB TPK 189.1 ' (1) ·
'VILLAGE BLVD (NB) ' (1) ·
'Willowood Drive ' (1)
Number 008:
700201 (1) ·
704032 (1) ·
704048 (1) ·
795503 (1) ·
796413 (1) ·
880060 (1) ·
880068 (1) ·
880102 (1) ·
890068 (1) ·
894063 (1) ·
930474 (1) ·
930543 (1) ·
930544 (1) ·
934176 (1) ·
937711 (1)
Location 009:
'.21 E of Minton Rd. ' (1) ·
'.25 mi N of SR 706 ' (1) ·
'0.2 mile East of US-1 ' (1) ·
'0.25 N of SR 706 ' (1) ·
'0.3 Mi S of Indiantown Rd' (1) ·
'1.4 MI S OF OSCEOLA CNTY ' (1) ·
'200FT N/O Cap Diville Ave' (1) ·
'2Mi S of 45TH ST CR-702 ' (1) ·
'At LPGA Blvd. ' (1) ·
'I-95 over SR-60 ' (1) ·
'Indian Riverside Park ' (1) ·
'SE quadrant PB Int Airpt ' (1) ·
'SR-3 NB over Barge Canal ' (1) ·
'STUART TPK INTERCHANGE ' (1)
Latitude 016:
Longitude 017:
Owner 022:
Built 027:
Traffic 029:
Service On 042a:
Service Under 042b:
Kind 043a:
Type 043b:
Length 049:
Width 052: (Click arrow to add another value)
Deck 058:
Superstructure 059:
Substructure 060:
Channel 061:
Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. (1) ·
Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and brush restrict the channel. (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:
Inspect Date 090:
Direction 102:
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 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 114:
Clearance 116:
Showing below up to 15 results in range #1 to #15.
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