Drilldown: bridge data
From Indian River Lagoon Project
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17861 (1) ·
17893 (1) ·
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19541 (1)
'11th Street Canal ' (1) ·
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'Rim Ditch Canal C-24 ' (1) ·
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'SR 91 TPK (STUART INT) ' (1) ·
'St Johns River Relief ' (1) ·
'Tidal Canal ' (1)
'Alta Drive ' (1) ·
'Cassadaga Road ' (1) ·
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'CITRUS BLVD. ' (1) ·
'CR-92 EB ' (1) ·
'Esplanade Avenue ' (1) ·
'Indian Rvrsd Pk Rd' (1) ·
'Investment Lane ' (1) ·
'MAPP ROAD ' (1) ·
'NB SR 5 (US-1) ' (1) ·
'NBSR807 to EBSR80 ' (1) ·
'River Drive ' (1) ·
'Riverbend Park Rd ' (1) ·
'SB SR 5 (US-1) ' (1) ·
'Service Road ' (1) ·
'SR-3 ' (1) ·
'SR-415 ' (1) ·
'SR-44 ' (1) ·
'SR70 WB Okeechobee' (1) ·
'SR91 NB TPK 189.1 ' (1) ·
'SR91 SB TPK 134.32' (1) ·
'SR91 SB TPK 189.1 ' (1) ·
'VILLAGE BLVD (NB) ' (1) ·
'VILLAGE BLVD (SB) ' (1) ·
'Willowood Drive ' (1)
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'.21 E of Minton Rd. ' (1) ·
'.25 mi N of SR 706 ' (1) ·
'0.1 MILE NORTH OF SR-714 ' (1) ·
'0.2 mile East of US-1 ' (1) ·
'0.25 N of SR 706 ' (1) ·
'0.2MILE S OF SW BECKER RD' (1) ·
'0.3 Mi S of Indiantown Rd' (1) ·
'0.4 MILE EAST OF SR-809 ' (1) ·
'0.4 Mile West of US 17-92' (1) ·
'0.5 E of Military Trail ' (1) ·
'03 mi N of SR 706 ' (1) ·
'1.4 MI S OF OSCEOLA CNTY ' (1) ·
'100Ft. South of Bay Drive' (1) ·
'1mi. West of CR-613 ' (1) ·
'200FT N/O Cap Diville Ave' (1) ·
'2Mi S of 45TH ST CR-702 ' (1) ·
'At LPGA Blvd. ' (1) ·
'Cassadaga Road over I-4 ' (1) ·
'Indian Riverside Park ' (1) ·
'SE quadrant PB Int Airpt ' (1) ·
'SR-3 NB over Barge Canal ' (1) ·
'SR-415 - St Johns Relief ' (1) ·
'SR-44 over CSX-RR ' (1) ·
'STUART TPK INTERCHANGE ' (1)
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81211769 (1)
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)
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)
Showing below up to 26 results in range #1 to #26.