Drilldown: bridge data
From Indian River Lagoon Project
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bridge data > Traffic Year 030:
2016
& Service Under 042b:
Waterway
& Superstructure 059:
Satisfactory
Use the filters below to narrow your results.
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West Palm Beach (1)
'Banana River ' (1) ·
'BRANCH OF MIAMI CANAL ' (1) ·
'BULLDOG CANAL ' (1) ·
'Conners Canal ' (1) ·
'Deep Creek ' (1) ·
'GARDEN CANAL ' (1) ·
'Hillsboro Canal L14 ' (1) ·
'HILLSBORO L-14 CANAL ' (1) ·
'Indian River ' (1) ·
'Indian River IWW ' (1) ·
'Indian River Relief ' (1) ·
'Intracoastal Waterway ' (1) ·
'IRRIGATION DITCH #4 ' (1) ·
'Lake Ashby Canal ' (1) ·
'LATERAL C CANAL ' (1) ·
'LATERAL CANAL C ' (1) ·
'LATERAL CANAL D ' (1) ·
'LATERAL CANAL D ' (1) ·
'Little Haw Creek ' (1) ·
'Middle Haw Creek ' (1) ·
'RELIEF CANAL ' (1) ·
'S Fork St. Lucie River ' (1) ·
'Sawgrass Creek ' (1) ·
'St. Lucie Canal ' (1) ·
'Tide Relief Canal ' (1) ·
'Tomoka River ' (1) ·
'Turkey Creek ' (1) ·
'Turnbull Creek ' (1)
'4TH STREET ' (1) ·
'74TH AVE. ' (1) ·
'8TH ST. CR-612 ' (1) ·
'90TH AVE ' (1) ·
'CAMINO GARDENS BL ' (1) ·
'CARTER RD. ' (1) ·
'CR-619 82ND AVE. ' (1) ·
'DUDA ROAD ' (1) ·
'EB Martin Downs Bd' (1) ·
'I-95 NB ' (1) ·
'I-95 SB ' (1) ·
'MIAMI CANAL ROAD ' (1) ·
'NB I-95 (SR-9) ' (1) ·
'NORTH SHORE DRIVE ' (1) ·
'Old Daytona Rd ' (1) ·
'SB I-95 (SR-9) ' (1) ·
'SR-15 Main St. ' (1) ·
'SR-40 ' (1) ·
'SR-404 EB ' (1) ·
'SR-404 WB ' (1) ·
'SR-415 ' (1) ·
'SR-44 ' (1) ·
'SR-510 Wabasso Rd ' (1) ·
'SR-518 ' (1) ·
'SR-528 ' (1) ·
'SR-528 WB ' (1) ·
'SR-656 (17th St.) ' (1) ·
'SR-A1A ' (1) ·
'US-1 ' (1) ·
'US-1 NB ' (1) ·
'US-192 EB ' (1) ·
'US-192 WB ' (1) ·
'US-92 WB ' (1)
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'0.1MI E of SW 9TH AVE ' (1) ·
'0.1Mi W of Marsh Road ' (1) ·
'0.2Mi S of 45TH ST(CR702)' (1) ·
'0.4 Mi. W of SR-A1A ' (1) ·
'0.7Mi East of US-1 ' (1) ·
'1.0MI E OF BANANA RIV DR ' (1) ·
'1.1MI N OF SR-60 ' (1) ·
'1mi N of SR-76(Kanner Hw)' (1) ·
'2.2MI S OF SR-80 ' (1) ·
'2.4MI S OF SR-60@90TH AVE' (1) ·
'2.6MI N OF SR-60 ' (1) ·
'A1A on Singer Island ' (1) ·
'ADJ. TO N. SIDE OF SR-880' (1) ·
'AT 4TH STREET ' (1) ·
'AT 74TH AVE. ' (1) ·
'At East Canal St. ' (1) ·
'I-95 NB - Tomoka R. ' (1) ·
'I-95 SB - Tomoka R. ' (1) ·
'SR-40 over Middle Haw Cr.' (1) ·
'SR-404 EB - Indian River ' (1) ·
'SR-404 WB - Banana River ' (1) ·
'SR-415 - Deep Creek ' (1) ·
'SR-415 - Lake Ashby Canal' (1) ·
'SR-44 - Conners Canal ' (1) ·
'SR-518 - Indian River Rel' (1) ·
'SR-528 EB - Indian River ' (1) ·
'SR-528 WB - Indian River ' (1) ·
'SR-714 East of Fla. Tpke.' (1) ·
'US-1 NB - Turnbull Creek ' (1) ·
'US-1 over Turkey Creek ' (1) ·
'US-192 WB-Indian River ' (1) ·
'US-192EB - Sawgrass Creek' (1) ·
'US-92 WB-Tomoka River ' (1)
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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) ·
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 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)
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