Drilldown: bridge data
From Indian River Lagoon Project
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bridge data > Place 004:
Palm Beach Gardens
& Channel 061:
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.
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'ARCHIES CREEK ' (1) ·
'C-18 Canal ' (1) ·
'CYPRESS CREEK ' (1) ·
'Drainage Canal ' (1) ·
'EARMAN RIVER CANAL C-17 ' (1) ·
'EPB CANAL C-3 ' (1) ·
'Intracoastal Waterway ' (1) ·
'LWDD C-17 CANAL ' (1) ·
'RCA CANAL ' (1) ·
'RELIEF CANAL ' (1) ·
'RETENTION POND ' (1) ·
'SCOTTS CANAL ' (1) ·
'Triple box culvert ' (1)
'DONALD ROSS RD EB ' (1) ·
'DONALD ROSS RD WB ' (1) ·
'DYER PARK ROAD ' (1) ·
'HOLLY DRIVE ' (1) ·
'I 95 SR 9 ' (1) ·
'LARCH AVE ' (1) ·
'LIGHTHOUSE DRIVE ' (1) ·
'MAC ARTHUR BLVD ' (1) ·
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930121 (1) ·
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936551 (1) ·
937000 (1) ·
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937007 (1)
'.5mi W. of N. Lake Blvd. ' (1) ·
'0.1 MI S of LIGHTHOUSE DR' (1) ·
'0.1MI W of HAVERHILL RD. ' (1) ·
'0.1MI W OF MILITARY TRAIL' (1) ·
'0.2MI E OF PROSPERITY FM ' (1) ·
'0.2MI S OF DONALD ROSS ' (1) ·
'0.3M W of ALT A1A(SR-811)' (1) ·
'0.3Mi W of Alt-A1A/SR-811' (1) ·
'0.5 mi. N of N Lakes Blvd' (1) ·
'0.5mi East of SR-786 ' (1) ·
'0.8MI E OF I-95 ' (1) ·
'0.9 MILE N OF PGA BLVD. ' (1) ·
'1.1MI W OF US-1 ' (1) ·
'1000'W of SR5 & E ofSR811' (1) ·
'S SIDE OF RCA/MONET ROAD ' (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 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 is scour critical; bridge foundations determined to be unstable for assessed or calculated scour conditions: Scour within limits of footing or piles. Scour below spread-footing base or pile tips. (1)
Showing below up to 16 results in range #1 to #16.
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