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.
'Banana River ' (1) ·
'Banana River Relief ' (1) ·
'BRANCH OF ICWW ' (1) ·
'BULLDOG CANAL ' (1) ·
'C-18 CANAL ' (1) ·
'CANAL C-24 ' (1) ·
'Intracoastal Waterway ' (1) ·
'L.W.D.D. #10 ' (1) ·
'Misner Branch ' (1) ·
'NORTH PALM BCH WATERWAY ' (1) ·
'Service Rd & Canal ' (1) ·
'SFWMD L-13 CANAL ' (1) ·
'St. Johns River ' (1) ·
'St. Lucie River ' (1)
'CR-700 ' (1) ·
'DAVIS ROAD ' (1) ·
'EB Spanish Rvr Bvd' (1) ·
'JUPITER BEACH RD ' (1) ·
'LIGHTHOUSE DRIVE ' (1) ·
'Main Trail ' (1) ·
'NORTH SHORE DRIVE ' (1) ·
'SAVONA BLVD. ' (1) ·
'SR 707 (Dixie Hwy)' (1) ·
'SR-401 SB ' (1) ·
'SR-404 EB ' (1) ·
'SR-404 WB ' (1) ·
'SR-46 ' (1) ·
'SR-528 ' (1) ·
'SR-786(PGA BLVD) ' (1) ·
'WB Spanish River ' (1)
700030 (1) ·
700081 (1) ·
700114 (1) ·
700147 (1) ·
790030 (1) ·
796000 (1) ·
890003 (1) ·
930085 (1) ·
930154 (1) ·
930226 (1) ·
930356 (1) ·
934125 (1) ·
936550 (1) ·
937201 (1) ·
937702 (1) ·
945256 (1)
'0.2MI E OF A1A ' (1) ·
'0.2Mi S of 45TH ST(CR702)' (1) ·
'0.3MI E OF PROSPERITY FAR' (1) ·
'0.3MI N of 10TH AVE N ' (1) ·
'0.5MI N of GATLIN BLVD. ' (1) ·
'0.8 Mile West of Nova Rd ' (1) ·
'1/4Mi W of New Roosevelt ' (1) ·
'2.85 Miles East of SR-3 ' (1) ·
'EB SR800 .2mi West of A1A' (1) ·
'INT. OF CR-700 & CR-880 ' (1) ·
'PGA Blvd 2.3mi. W of TPK.' (1) ·
'SR-401 SB - Barge Canal ' (1) ·
'SR-404 EB - Banana River ' (1) ·
'SR-404 WB - Banana River ' (1) ·
'SR-46 - St. Johns River ' (1) ·
'WB SR800.2Mi west of US-1' (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)
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)
Showing below up to 16 results in range #1 to #16.
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