Drilldown: bridge data
From Indian River Lagoon Project
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Use the filters below to narrow your results.
'C-51 CANAL ' (1) ·
'CANAL ' (1) ·
'CORAL GARDENS OUTFALL ' (1) ·
'EAST TURTLE CREEK ' (1) ·
'EL RIO (E-4) CANAL ' (1) ·
'EL RIO CANAL ' (1) ·
'JOANN CANAL ' (1) ·
'L-5 Canal ' (1) ·
'LAKE IDA CANAL ' (1) ·
'LATERAL A CANAL ' (1) ·
'LOXAHATCHEE RIVER ' (1) ·
'RANGE LINE CANAL ' (1) ·
'SEBASTIAN RIVER PRONG ' (1) ·
'SR 802 LAKE WORTH RD ' (1) ·
'SR-806 Atlantic Ave ' (1) ·
'SUBDIVISION CANAL ' (1) ·
'TIDAL CANAL ' (1)
'BEL LIDO DRIVE ' (1) ·
'CAMINO GARDENS EB ' (1) ·
'CAMINO GARDENS WB ' (1) ·
'CORAL DRIVE ' (1) ·
'COUNTY LINE RD ' (1) ·
'CR-505 ROSELAND RD' (1) ·
'CR-508 (69TH ST.) ' (1) ·
'CR-510 WABASSO RD ' (1) ·
'CR-880 ' (1) ·
'HURON WAY ' (1) ·
'Levee Road ' (1) ·
'LOWSON BOULEVARD ' (1) ·
'SE ISLAND WAY ROAD' (1) ·
'SIMARA STREET ' (1) ·
'SR-91 TPK NS 81.77' (1) ·
'SR91 N/S TPK 93.3 ' (1) ·
'SW 22ND WAY ' (1) ·
'VENICE DRIVE ' (1)
880044 (1) ·
884019 (1) ·
884027 (1) ·
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935900 (1)
'0.03Mi E of CYPRESS WAY ' (1) ·
'0.1Mi E of ONTARIO DRIVE ' (1) ·
'0.1MI S OF OLD BOYNTON ' (1) ·
'0.1MI W of US-98 / SR-441' (1) ·
'0.2 MI W of CONGRESS AVE ' (1) ·
'0.2MI E of LOXAHATCHEE RD' (1) ·
'0.6 Mile West of US-27 ' (1) ·
'1.1MI Wof CR-615(66th St)' (1) ·
'1.7MI N OF CR-512 ' (1) ·
'14.8 Mi West of US-27 ' (1) ·
'150 FT E of SW 10TH ST ' (1) ·
'1MI W OF CR-615 ' (1) ·
'2.0 MILES N OF SR 812 ' (1) ·
'2.5Mi W of US-1 ' (1) ·
'200ft. W of A1A ' (1) ·
'3.2MI W OF US-1 ' (1) ·
'5.1 MI SOUTH OF SR-804 ' (1) ·
'6.0 Mi. West of US-27 ' (1) ·
'650FT E OF SEWALLS PT. RD' (1) ·
'CR-615 (66TH AVE.) ' (1)
26195649 (1) ·
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80232057 (1) ·
80274275 (1) ·
80284193 (1) ·
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80324800 (1) ·
80380610 (1) ·
80462658 (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 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)
Showing below up to 22 results in range #1 to #22.
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