Drilldown: bridge data
From Indian River Lagoon Project
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'BELCHER CANAL C-25 ' (1) ·
'C-24 CANAL ' (1) ·
'CANAL ' (1) ·
'CANAL-1 ' (1) ·
'CORAL GARDENS OUTFALL ' (1) ·
'EAST TURTLE CREEK ' (1) ·
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'FIVE MILE CREEK ' (1) ·
'Hillsboro Canal ' (1) ·
'IRRIGATION DITCH #4 ' (1) ·
'L-5 Canal ' (1) ·
'LAKE IDA CANAL ' (1) ·
'LATERAL CANAL C ' (1) ·
'LATERAL CANAL D ' (1) ·
'LATERAL CANAL D ' (1) ·
'Little Haw Creek ' (1) ·
'LOXAHATCHEE RIVER ' (1) ·
'RELIEF CANAL ' (1) ·
'Seaboard Coastline RR ' (1) ·
'SR 91 TPK & CANAL ' (1) ·
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'Turkey Creek ' (1)
'4TH STREET ' (1) ·
'53RD STREET ' (1) ·
'74TH AVE. ' (1) ·
'90TH AVE ' (1) ·
'BEL LIDO DRIVE ' (1) ·
'CAMINO GARDENS EB ' (1) ·
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'CARTER RD. ' (1) ·
'CORAL DRIVE ' (1) ·
'COUNTY LINE RD ' (1) ·
'CR-619 82ND AVE. ' (1) ·
'Entrnce Rd to FDOT' (1) ·
'French Avenue ' (1) ·
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'RDBGH RD 170.14 ' (1) ·
'SE ISLAND WAY ROAD' (1) ·
'SHINN ROAD ' (1) ·
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'SW 22ND WAY ' (1) ·
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'VENICE DRIVE ' (1)
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'0.03Mi E of CYPRESS WAY ' (1) ·
'0.1Mi E of ONTARIO DRIVE ' (1) ·
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'0.3 mi North of Taylor Rd' (1) ·
'0.6 Mile West of US-27 ' (1) ·
'0.6MI EAST OF MCNEIL ROAD' (1) ·
'0.6MI N OF ANGLE ROAD ' (1) ·
'0.7 MILE NORTH OF SR-60 ' (1) ·
'0.8MI SOUTH OF SR-70 ' (1) ·
'1.0 Mi E of Nob Hill Road' (1) ·
'1.1MI N OF SR-60 ' (1) ·
'100FT N ANGLE RD CR-607A ' (1) ·
'14.8 Mi West of US-27 ' (1) ·
'150 FT E of SW 10TH ST ' (1) ·
'1MI NORTH OF SR-60 ' (1) ·
'2 miles West of US-17 ' (1) ·
'2.4MI S OF SR-60@90TH AVE' (1) ·
'2.5Mi W of US-1 ' (1) ·
'2.6MI N OF SR-60 ' (1) ·
'200ft. W of A1A ' (1) ·
'3.4 MI S INDIAN RIVER CO ' (1) ·
'3MI S of SR-70 ' (1) ·
'50ft. East of Fiske Blvd ' (1) ·
'6.0 Mi. West of US-27 ' (1) ·
'650FT E OF SEWALLS PT. RD' (1) ·
'ADJ TO CR-607A ANGLE RD ' (1) ·
'AT 4TH STREET ' (1) ·
'AT 74TH AVE. ' (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) ·
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) ·
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)
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850 (1) ·
9 (1)
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