Drilldown: bridge data
From Indian River Lagoon Project
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Use the filters below to narrow your results.
'10th Ave North ' (1) ·
'BELVEDERE RD EB ' (1) ·
'BELVEDERE RD WB ' (1) ·
'BIG BLUE TRACE ' (1) ·
'Blue Heron Blvd. ' (1) ·
'BOBWHITE ROAD ' (1) ·
'EL CLAIR RANCH RD.' (1) ·
'KIMBERLY BLVD. EB ' (1) ·
'RAVEN COURT ' (1) ·
'SR A1A ' (1) ·
'SR-811 (Alt A-1-A)' (1) ·
'SW 18th STREET EB ' (1) ·
'SW 18TH STREET WB ' (1) ·
'SW 23 Ave Golf Rd ' (1) ·
'SW 23RD AVE. ' (1) ·
'Woolbright Road ' (1)
930061 (1) ·
930263 (1) ·
930300 (1) ·
930301 (1) ·
930302 (1) ·
930303 (1) ·
930304 (1) ·
930339 (1) ·
930523 (1) ·
934205 (1) ·
934206 (1) ·
934212 (1) ·
934419 (1) ·
934428 (1) ·
934900 (1) ·
934901 (1) ·
937353 (1) ·
937357 (1)
'0.03MI W OF DOVE CIRCLE ' (1) ·
'0.25 MI. W OF I-95 ' (1) ·
'0.2MI E OF US-441 (SR-7) ' (1) ·
'0.6mi East of Congress Av' (1) ·
'1.2Mi N OF LAKE IDA RD. ' (1) ·
'10th Ave North over I 95 ' (1) ·
'180FT E OF SANDPIPER AVE ' (1) ·
'1MI W OF SR 809 ' (1) ·
'A1A 2.5km North of SR 804' (1) ·
'ADJ W SIDE MILITARY TRAIL' (1) ·
'AT SOUTHSIDE OF SR-80 ' (1) ·
'City of Jupiter ' (1) ·
'I 95 Exit 56 ' (1) ·
'Just West of I 95 ' (1) ·
'Over I 95 1 mi S of SR804' (1) ·
'W of I 95 on Woolbright ' (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 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 18 results in range #1 to #18.
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