Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
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- bridge data (1468)
- definition (254)
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Use the filters below to narrow your results.
None (1) ·
30975 (1) ·
54175 (1) ·
55385 (1) ·
58725 (1) ·
74625 (1) ·
Boca Raton (1) ·
Fort Pierce (1) ·
Sebastian (1)
'Banana River Relief East' (1) ·
'Banana River Relief West' (1) ·
'BIG MUD CREEK ' (1) ·
'BLIND CREEK ' (1) ·
'BRITT CANAL ' (1) ·
'CANAL ' (1) ·
'COLLIER CREEK ' (1) ·
'EAST TURTLE CREEK ' (1) ·
'Indian River ' (1) ·
'Intracoastal Waterway ' (1) ·
'RIM DITCH CANAL C-24 ' (1) ·
'ST LUCIE CANAL ' (1)
'BRITT RD ' (1) ·
'COUNTY LINE RD ' (1) ·
'EB Spanish Rvr Bvd' (1) ·
'FLEMING STREET ' (1) ·
'SE HARBOR ISLAND ' (1) ·
'SR 91 TPK SB 131.0' (1) ·
'SR-404 EB ' (1) ·
'SR-404 WB ' (1) ·
'SR-510 Wabasso Rd ' (1) ·
'SR-A1A ' (1) ·
'SR510 Wabasso Road' (1) ·
'SR91 NB TPK 142.2 ' (1) ·
'STAR ISLAND WAY ' (1) ·
'WB Spanish River ' (1)
700080 (1) ·
700082 (1) ·
700148 (1) ·
880050 (1) ·
880051 (1) ·
885604 (1) ·
890066 (1) ·
894000 (1) ·
894017 (1) ·
894018 (1) ·
894021 (1) ·
930154 (1) ·
930226 (1) ·
940003 (1) ·
940004 (1) ·
940082 (1)
'0.23 MI N FPL POWER PLANT' (1) ·
'0.2Mi E of GOMEZ AVE. ' (1) ·
'0.3Mi E of GOMEZ AVE. ' (1) ·
'0.3MI N of CR 512 ' (1) ·
'0.7Mi East of US-1 ' (1) ·
'0.83 MI N FPL POWER PLANT' (1) ·
'1.2MI East of US-1 ' (1) ·
'1.2MI S PORT ST LUCIE RMP' (1) ·
'1Mi W of US-1 ' (1) ·
'2.5Mi W of US-1 ' (1) ·
'3.7MI S/O STUART INT. ' (1) ·
'EB SR800 .2mi West of A1A' (1) ·
'SR-404 EB-Banana River ' (1) ·
'SR-404 WB-Banana River ' (1) ·
'WB SR800.2Mi west of US-1' (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)
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) ·
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)
Showing below up to 16 results in range #1 to #16.