Drilldown: bridge data
From Indian River Lagoon Project
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'Banana River Relief East' (1) ·
'BESSEY CREEK ' (1) ·
'CANAL E-4 ' (1) ·
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'ELKCAM WATERWAY ' (1) ·
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'I 95 and SR 704 ' (1) ·
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'Service Rd & Canal ' (1) ·
'SR 91 TPK ' (1) ·
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'St. Lucie Canal ' (1)
'21ST ST SW ' (1) ·
'53RD STREET ' (1) ·
'61ST./PECAN GROVE ' (1) ·
'CR-505 ROSELAND RD' (1) ·
'CR-508 (69TH ST.) ' (1) ·
'CR-717 ' (1) ·
'CR712 MDWYRD 150.3' (1) ·
'INDIAN RIV BLVD NB' (1) ·
'INDIAN RIV BLVD SB' (1) ·
'MISSION HILL ROAD ' (1) ·
'NB I-95 (SR-9) ' (1) ·
'PERIWINKLE DRIVE ' (1) ·
'SB I-95 (SR-9) ' (1) ·
'SR 91 TPK RMP 93.5' (1) ·
'SR-401 SB ' (1) ·
'SR-404 EB ' (1) ·
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'SR-520 EB ' (1) ·
'SR-528 ' (1) ·
'SR-528 WB ' (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 142.2 ' (1) ·
'SW 22ND WAY ' (1) ·
'US-1 ' (1) ·
'WB SR704 to SB I95' (1)
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'0.4MI N OF SR-60 ' (1) ·
'0.4MI. N OF SR-60 ' (1) ·
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'1.2MI S PORT ST LUCIE BLV' (1) ·
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'2.6 MI S OF FT PIER INTCH' (1) ·
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'33FT E OF CR-611 43RD AVE' (1) ·
'AT CR-615 (66TH AVE.) ' (1) ·
'I-95 SR 704 interchange ' (1) ·
'LAKE WORTH INTERCHANGE ' (1) ·
'SR 520 EB - Indian River ' (1) ·
'SR-401 SB - Barge Canal ' (1) ·
'SR-404 EB-Banana River ' (1) ·
'SR-404 WB - SR-513 ' (1) ·
'SR-404 WB-Banana River ' (1) ·
'SR-528 EB - Indian River ' (1) ·
'SR-528 WB - CR-515 ' (1) ·
'US-1 - FECRR ' (1)
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80483851 (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)
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) ·
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 29 results in range #1 to #29.