Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
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Use the filters below to narrow your results.
'C-18 Canal ' (1) ·
'CANAL E-1 ' (1) ·
'CANAL E-4 ' (1) ·
'CSX RR ' (1) ·
'E-3 CANAL ' (1) ·
'FL. TPK. SR-91 ' (1) ·
'Hillsboro Canal L14 ' (1) ·
'I 95 SR 9 ' (1) ·
'Intracoastal Waterway ' (1) ·
'L.W.D.D. E-4 CANAL ' (1) ·
'LEVEE NO.8 ' (1) ·
'LWDD C-17 CANAL ' (1) ·
'LWDD E-4 Canal ' (1) ·
'LWDD LATERAL 30 CANAL ' (1) ·
'LWDD LATERAL 32 CANAL ' (1) ·
'M-1 CANAL ' (1) ·
'RELIEF CANAL ' (1)
'ARMONE PLACE ' (1) ·
'CONGRESS AVE NB ' (1) ·
'CONGRESS AVE SB ' (1) ·
'CRESTWOOD BLVD. N ' (1) ·
'GATEWAY BLVD (EB) ' (1) ·
'GATEWAY BLVD (WB) ' (1) ·
'LA MANCHA AVE. ' (1) ·
'MADRID STREET ' (1) ·
'N. LAKE BLVD EB ' (1) ·
'N. LAKE BLVD WB ' (1) ·
'OLD GERMANTOWN RD ' (1) ·
'PGA Blvd. (SR 786)' (1) ·
'Quantum Blvd. ' (1) ·
'SR 804 ' (1) ·
'SR 804 Boyton B B ' (1) ·
'SR A1A ' (1) ·
'SR-15 Main St. ' (1) ·
'SR-80WB (Southern)' (1) ·
'US 98 (SR 80) ' (1) ·
'WB SR-710 ' (1)
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'0.19Mi. E of Congress Ave' (1) ·
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'0.2MI S OF LAKE IDA ROAD ' (1) ·
'0.3MI E OF CONGRESS BLVD ' (1) ·
'0.3MI W OF ROYAL PALM BL ' (1) ·
'0.4 MI W OF CONGRESS AVE ' (1) ·
'0.5mi. East of US-1 ' (1) ·
'0.8 MI N OF LAKE IDA ROAD' (1) ·
'0.8MI E OF I-95 ' (1) ·
'0.8MI EAST OF I-95 ' (1) ·
'1 mile West of US 1 ' (1) ·
'180ft W of LAS PALMAS ST.' (1) ·
'3 Miles West of SR-786 ' (1) ·
'At East Canal St. ' (1) ·
'AT SR-7 US-441 ' (1) ·
'Just West of I 95 ' (1) ·
'PUMP STA AT 20 MI BEND ' (1) ·
'Southern Blvd / E-3 Canal' (1) ·
'Tpk/PGA Blvd interchange ' (1)
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80400416 (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 22 results in range #1 to #22.
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