Drilldown: bridge data
From Indian River Lagoon Project
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bridge data > Service Under 042b:
Waterway
& Kind 043a:
Prestressed concrete
& Superstructure 059:
Satisfactory
Use the filters below to narrow your results.
'Banana River ' (1) ·
'BRANCH OF MIAMI CANAL ' (1) ·
'CANAL C-24 ' (1) ·
'Drainage Ditch ' (1) ·
'ELKCAM WATERWAY ' (1) ·
'Gabordy's Canal ' (1) ·
'Halifax Canal ' (1) ·
'HILLSBORO L-14 CANAL ' (1) ·
'Indian River ' (1) ·
'Intracoastal Waterway ' (1) ·
'Nav. Banana River Canal ' (1) ·
'NORTH CANAL ' (1) ·
'NORTH FORK ST LUCIE RVR ' (1) ·
'S Fork St. Lucie River ' (1) ·
'St. Lucie Canal ' (1) ·
'Tomoka River ' (1)
'Center Avenue ' (1) ·
'CR-712 (MIDWAY RD)' (1) ·
'DUDA ROAD ' (1) ·
'EB Martin Downs Bd' (1) ·
'Girard Blvd. ' (1) ·
'I-95 NB ' (1) ·
'I-95 SB ' (1) ·
'INDIAN RIV BLVD NB' (1) ·
'INDIAN RIV BLVD SB' (1) ·
'MIAMI CANAL ROAD ' (1) ·
'NB I-95 (SR-9) ' (1) ·
'PERIWINKLE DRIVE ' (1) ·
'Riverside Drive ' (1) ·
'SAVONA BLVD. ' (1) ·
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'Spotted Fawn Way ' (1) ·
'SR-404 EB ' (1) ·
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'SR-510 Wabasso Rd ' (1) ·
'SR-528 ' (1) ·
'SR-656 (17th St.) ' (1) ·
'Willowood Drive ' (1)
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'.21 E of Minton Rd. ' (1) ·
'0.1 mi W of Banana Rvr Dr' (1) ·
'0.4 Mi. W of SR-A1A ' (1) ·
'0.4MI N OF SR-60 ' (1) ·
'0.4MI. N OF SR-60 ' (1) ·
'0.5MI N of GATLIN BLVD. ' (1) ·
'0.7Mi East of US-1 ' (1) ·
'1.0MI E OF BANANA RIV DR ' (1) ·
'1.8MI N OF CR 510 ' (1) ·
'1mi N of SR-76(Kanner Hw)' (1) ·
'1MI W of US-1 ' (1) ·
'2.2MI S OF SR-80 ' (1) ·
'200ft. S of 10th Street ' (1) ·
'ADJ. TO N. SIDE OF SR-880' (1) ·
'At Intersection w LPGA BL' (1) ·
'At Lake Washington Rd ' (1) ·
'I-95 NB - Tomoka R. ' (1) ·
'I-95 SB - Tomoka R. ' (1) ·
'SR-404 EB - Indian River ' (1) ·
'SR-404 WB - Banana River ' (1) ·
'SR-528 EB - Indian River ' (1) ·
'SR-714 East of Fla. Tpke.' (1)
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80491520 (1) ·
80544173 (1) ·
81030053 (1) ·
81070414 (1) ·
81070520 (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) ·
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) ·
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 23 results in range #1 to #23.
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