Drilldown: bridge data
From Indian River Lagoon Project
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Use the filters below to narrow your results.
'CR709 GLADES RD & FEC RR' (1) ·
'DRAINAGE CANAL ' (1) ·
'FEC RR(Olympia Overpass)' (1) ·
'FECRR ' (1) ·
'LATERAL A CANAL ' (1) ·
'LATERAL CANAL D ' (1) ·
'LATERAL G CANAL ' (1) ·
'RIM DITCH CANAL C-24 ' (1) ·
'SR 91 TPK(FT PIERCE INT)' (1) ·
'SR 91 TPK(OKEECH BV INT)' (1) ·
'SUBDIVISION CANAL ' (1) ·
'TEN MILE CREEK ' (1)
'65TH ST. ' (1) ·
'90TH AVE ' (1) ·
'CORAL DRIVE ' (1) ·
'CR-632 (65TH ST.) ' (1) ·
'ELEVEN MILE ROAD ' (1) ·
'NB SR-5 (US-1) ' (1) ·
'SB SR-5 (US-1) ' (1) ·
'SHINN RD (CR-609A)' (1) ·
'SR91 NB TPK 142.2 ' (1) ·
'SR91 NB TPK 144.6 ' (1) ·
'SR91 SB TPK 100.15' (1) ·
'SR91 SB TPK 144.6 ' (1) ·
'SR91 SB TPK 150.7 ' (1) ·
'SR91 SB TPK 152.9 ' (1) ·
'US-1 NB ' (1) ·
'VENICE DRIVE ' (1)
790087 (1) ·
880040 (1) ·
880049 (1) ·
884016 (1) ·
890001 (1) ·
890021 (1) ·
930142 (1) ·
935301 (1) ·
935302 (1) ·
940027 (1) ·
940038 (1) ·
940053 (1) ·
940082 (1) ·
940104 (1) ·
940105 (1) ·
940951 (1)
'0.1MI S OF OLD BOYNTON ' (1) ·
'0.74 MI N OF ST LUCIE BLV' (1) ·
'0.8 MI S OF SR-70 ' (1) ·
'0.8MI E OF 58TH AVE. ' (1) ·
'1.1 MILES NORTH OF SR-70 ' (1) ·
'1.2MI S PORT ST LUCIE RMP' (1) ·
'2.6 MI SOUTH OF SR-70 ' (1) ·
'25FT. EAST OF 66TH AVE. ' (1) ·
'AT 4TH STREET ' (1) ·
'FT PIERCE INTERCHANGE ' (1) ·
'NB SR-5 1mi. S of CR 708 ' (1) ·
'SB SR-5 1mi. S of CR 708 ' (1) ·
'US-1 NB - FECRR ' (1) ·
'WEST PALM BEACH INTERCH. ' (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) ·
N/A (1)
Deterioration or initial disintegration, minor chloride contamination, cracking with some leaching, or spalls on concrete or masonry walls and slabs. Local minor scouring at curtain walls, wingwalls or pipes. Metal culverts have a smooth curvature, non-symmetrical shape, significant corrosion or moderate pitting. (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 16 results in range #1 to #16.
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