Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
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None (1) ·
30975 (1) ·
54175 (1) ·
55385 (1) ·
58725 (1) ·
74625 (1) ·
77275 (1) ·
Belle Glade (1) ·
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Greenacres City (1) ·
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Merritt Island (1) ·
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North Palm Beach village (1) ·
Port Orange (1) ·
Sebastian (1) ·
Titusville (1) ·
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West Palm Beach (1)
'Banana River Relief East' (1) ·
'BESSEY CREEK ' (1) ·
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'City St. & Crane Creek ' (1) ·
'CR-515 & Indian River ' (1) ·
'ELKCAM WATERWAY ' (1) ·
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'FECRR ' (1) ·
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'LATERAL A CANAL ' (1) ·
'LATERAL CANAL ' (1) ·
'LOXAHATCHEE WPB CANAL ' (1) ·
'NORTH CANAL ' (1) ·
'OKEECHOBEE RIM CANAL ' (1) ·
'PHIPP CANAL ' (1) ·
'RANGE LINE CANAL ' (1) ·
'RIM DITCH CANAL C-24 ' (1) ·
'SEBASTIAN RIVER PRONG ' (1) ·
'Service Rd & Canal ' (1) ·
'SR 91 TPK ' (1) ·
'SR 91 TPK (STUART INT) ' (1) ·
'SR-513 ' (1) ·
'St. Lucie Canal ' (1) ·
'Tide Relief Canal ' (1) ·
'Turkey Creek ' (1)
'21ST ST SW ' (1) ·
'53RD STREET ' (1) ·
'61ST./PECAN GROVE ' (1) ·
'CAMINO GARDENS BL ' (1) ·
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'CR-508 (69TH ST.) ' (1) ·
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'CR712 MDWYRD 150.3' (1) ·
'DUDA ROAD ' (1) ·
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'INDIAN RIV BLVD NB' (1) ·
'INDIAN RIV BLVD SB' (1) ·
'MISSION HILL ROAD ' (1) ·
'NB I-95 (SR-9) ' (1) ·
'PERIWINKLE DRIVE ' (1) ·
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'SR 91 TPK RMP 93.5' (1) ·
'SR-401 SB ' (1) ·
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'SR-44 ' (1) ·
'SR-510 Wabasso Rd ' (1) ·
'SR-520 EB ' (1) ·
'SR-528 ' (1) ·
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'SR-A1A ' (1) ·
'SR91 N/S TPK 103.1' (1) ·
'SR91 N/S TPK 126.5' (1) ·
'SR91 N/S TPK 135.6' (1) ·
'SR91 SB TPK 134.32' (1) ·
'SR91 SB TPK 142.2 ' (1) ·
'SW 22ND WAY ' (1) ·
'US-1 ' (1) ·
'WB Spanish River ' (1) ·
'WB SR704 to SB I95' (1)
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101 (1) ·
10200 (1) ·
10502 (1) ·
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1260 (1) ·
13300 (1) ·
134 (1) ·
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936 (1) ·
9700 (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 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 is scour critical; bridge foundations determined to be unstable for assessed or calculated scour conditions: Scour within limits of footing or piles. Scour below spread-footing base or pile tips. (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)
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8352 (1)
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