Drilldown: bridge data
From Indian River Lagoon Project
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Use the filters below to narrow your results.
'Barge Canal ' (1) ·
'BOYNTON CANAL C-16 ' (1) ·
'C-17 Canal ' (1) ·
'Canal ' (1) ·
'CORAL GARDENS OUTFALL ' (1) ·
'E-1 CANAL ' (1) ·
'E-3 CANAL ' (1) ·
'I-95 ' (1) ·
'IWW Halifax River ' (1) ·
'IWW Indian River ' (1) ·
'L-38 CANAL ' (1) ·
'LWDD E-1 CANAL ' (1) ·
'ST LUCIE CANAL ' (1) ·
'St Lucie River / SR-707 ' (1) ·
'St. Lucie River/SR-707 ' (1) ·
'Tomoka River ' (1) ·
'US-1 & FECRR ' (1) ·
'WILLOUGHBY CREEK ' (1)
'BISCAYNE DRIVE ' (1) ·
'CR-76A ' (1) ·
'EB Blue Heron Blvd' (1) ·
'FLAVOR PICT ROAD ' (1) ·
'HURON WAY ' (1) ·
'INLET CAY DR. ' (1) ·
'JOG RD NB ' (1) ·
'LANTANA RD.CR-812 ' (1) ·
'LAWRENCE ROAD ' (1) ·
'NB US-1 / SR-5 ' (1) ·
'NEW ENGLAND BLVD ' (1) ·
'NORFOLK BLVD. ' (1) ·
'SABLE ISLAND DRIVE' (1) ·
'SB US-1/SR-5 ' (1) ·
'SE ST LUCIE BLVD ' (1) ·
'SR-3 ' (1) ·
'SR-40 EB ' (1) ·
'SR-430 EB ' (1) ·
'SR-430 WB ' (1) ·
'SR-44 ' (1) ·
'SR-50 ' (1) ·
'SR-528 EB ' (1) ·
'SR-528 WB ' (1) ·
'WB Blue Heron Blvd' (1)
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'0.04Mi W OF A1A ' (1) ·
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'0.1MI. E of KANNER HWY ' (1) ·
'0.2 MI W OF A1A ' (1) ·
'0.5 MI W OF HAVERHILL RD ' (1) ·
'0.5Mi WEST OF CR-809 ' (1) ·
'0.8Mi N OF BOYNTON BCH B ' (1) ·
'1 Mile East of I-95 ' (1) ·
'1.5 Mile West of SR-76 ' (1) ·
'1/2MI S of INDIAN ST. ' (1) ·
'1MI S OF LINTON BLVD ' (1) ·
'1mi S of SR-707 on SR-5 ' (1) ·
'ADJACENT TO US-441 ' (1) ·
'SR-3 NB over Barge Canal ' (1) ·
'SR-40 EB - Tomoka River ' (1) ·
'SR-430 EB - Halifax River' (1) ·
'SR-430 WB - Halifax River' (1) ·
'SR-44 - Indian River ' (1) ·
'SR-44 over US-1 ' (1) ·
'SR-50 1.0 Mi East of I-95' (1) ·
'SR-528 EB at I-95 ' (1) ·
'SR-528 WB at I-95 ' (1)
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81072493 (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)
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 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 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) ·
Bridge not over waterway. (1)
Showing below up to 25 results in range #1 to #25.
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