Drilldown: bridge data
From Indian River Lagoon Project
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Use the filters below to narrow your results.
'Canal ' (1) ·
'CANAL C-24 ' (1) ·
'Canal to Bulow Creek ' (1) ·
'CITY OF WPB CANAL ' (1) ·
'COLLIER WATERWAY ' (1) ·
'Deep Creek ' (1) ·
'E-4 CANAL ' (1) ·
'ELKCAM WATERWAY ' (1) ·
'Groover Creek ' (1) ·
'I 95 SR 9 ' (1) ·
'LATERAL E DRAIN CANAL ' (1) ·
'LWDD E-1 CANAL ' (1) ·
'LWDD E-3 CANAL ' (1) ·
'RELIEF CANAL ' (1) ·
'SR-513 ' (1) ·
'Tide Relief Canal ' (1) ·
'Trib to Groover Creek ' (1)
'27TH STREET ' (1) ·
'AUSTRALIAN AVE SB ' (1) ·
'CRESTHAVEN BLVD ' (1) ·
'ENGLAR DRIVE ' (1) ·
'Malabar Rd ' (1) ·
'MINER RD. ' (1) ·
'Old Kings Rd ' (1) ·
'PERIWINKLE DRIVE ' (1) ·
'PONCE DE LEON ST ' (1) ·
'ROYAL PALM BCH BLV' (1) ·
'ROYAL PLM BH BL NB' (1) ·
'SAVONA BLVD. ' (1) ·
'SR-404 EB ' (1) ·
'SR-404 WB ' (1) ·
'SR-A1A ' (1) ·
'SW 18th Street ' (1) ·
'SW THIRD ST ' (1) ·
'Tymber Creek Road ' (1) ·
'US-17 ' (1) ·
'VIA DELRAY BLVD ' (1)
700083 (1) ·
700149 (1) ·
704004 (1) ·
790002 (1) ·
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937351 (1) ·
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945256 (1)
'0.1MI N OF OKEECHOBEE BLV' (1) ·
'0.2 MILE WEST OF US-1 ' (1) ·
'0.25 mi. N of County Line' (1) ·
'0.3MI E of CONGRESS AVE. ' (1) ·
'0.3MI N OF OKEECHOBEE BLV' (1) ·
'0.3MI S OF 45TH STREET ' (1) ·
'0.5MI N of GATLIN BLVD. ' (1) ·
'0.5MI W OF HAVERHILL ROAD' (1) ·
'0.5MI W OF MILITARY TRAIL' (1) ·
'0.7 Mi N of Old Dixie Hwy' (1) ·
'0.8MI N OF SR 80 ' (1) ·
'0.9MI W OF SCHUMANN RD ' (1) ·
'1.3MI N OF SR-80 ' (1) ·
'1.6 miles North of SR-40 ' (1) ·
'1.8MI N OF CR 510 ' (1) ·
'2.5 Miles West of CR-509 ' (1) ·
'3.0 miles North of SR-40 ' (1) ·
'A1A on Singer Island ' (1) ·
'At SR-7/US-441 ' (1) ·
'SR-404 EB over SR-513 ' (1) ·
'SR-404 WB - SR-513 ' (1) ·
'US-17 over Deep Creek ' (1)
26195500 (1) ·
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81232561 (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 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)
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) ·
Shrinkage cracks, light scaling and insignificant spalling which does not expose reinforcing steel. Insignificant damage caused by drift with no misalignment and not requiring corrective action. Some minor scouring has occured near curtain walls, wingwalls or pipes. Metal culverts have a smooth symmetrical curvature with superficial corrosion and no pitting. (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)
Showing below up to 22 results in range #1 to #22.
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