Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
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'Banana River ' (1) ·
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'BOYNTON CANAL C-16 ' (1) ·
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'E-3 CANAL ' (1) ·
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'I 95 SR 9 ' (1) ·
'INTRACOASTAL WATERWAY ' (1) ·
'Lake Ida / Canal E-4 ' (1) ·
'LAKEWOOD E4 CANAL ' (1) ·
'LWDD C-16 CANAL ' (1) ·
'LWDD E-3 CANAL ' (1) ·
'LWDD E-4 CANAL ' (1) ·
'None ' (1) ·
'SR 804 BOYNTON BCH BLVD ' (1) ·
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'Boynton Bch Blvd ' (1) ·
'Boynton Bch Blvd. ' (1) ·
'CONGRESS AVE ' (1) ·
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'E Gateway Blvd ' (1) ·
'FLAVOR PICT ROAD ' (1) ·
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'HYPOLUXO RD. ' (1) ·
'LAWRENCE ROAD ' (1) ·
'MILITARY TR. NB ' (1) ·
'MILITARY TR. SB ' (1) ·
'MINER RD. ' (1) ·
'NB I 95 to Gateway' (1) ·
'Patti Drive ' (1) ·
'Quantum Blvd. ' (1) ·
'Richland Ave ' (1) ·
'S. LAKE DRIVE ' (1) ·
'SEACREST BLVD. ' (1) ·
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'SR-528 ' (1) ·
'SR-528 EB ' (1) ·
'SR-528 WB ' (1) ·
'SR91 N/S TPK 86.95' (1) ·
'SW 15TH AVE ' (1) ·
'SW 23 Ave Golf Rd ' (1) ·
'SW 23RD AVE. ' (1) ·
'Sykes Creek Pkwy ' (1) ·
'US1(SR5) ' (1) ·
'VENICE DRIVE ' (1) ·
'WEST OCEAN DRIVE ' (1) ·
'WOOLBRIGHT ROAD ' (1)
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'.8 Mile North of SR-520 ' (1) ·
'0.19Mi. E of Congress Ave' (1) ·
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'0.25 MI. W OF I-95 ' (1) ·
'0.25MI E OF US 1 ' (1) ·
'0.2MI W OF I-95 ' (1) ·
'0.3MI E of CONGRESS AVE. ' (1) ·
'0.3MI E OF CONGRESS BLVD ' (1) ·
'0.4 mile East of SR-3 ' (1) ·
'0.4MI E OF CONGRESS AVE ' (1) ·
'0.5 MILES WEST OF SR-809 ' (1) ·
'0.5Mi WEST OF CR-809 ' (1) ·
'0.5MI. W OF I-95 ' (1) ·
'0.6Mi NORTH OF SR-804 ' (1) ·
'0.7 Mi N of Boynton Bch ' (1) ·
'0.7 mi. W of I-95 ' (1) ·
'0.7Mi N OF SR-804 ' (1) ·
'0.8Mi N OF BOYNTON BCH B ' (1) ·
'0.8Mi NORTH OF CR-804 ' (1) ·
'1 mile West of US 1 ' (1) ·
'1.5 miles North of SR 804' (1) ·
'15ft. N of Pine Island Dr' (1) ·
'2.55 Miles East of SR-3 ' (1) ·
'2.85 Miles East of SR-3 ' (1) ·
'200FT N of NW 22ND STR ' (1) ·
'6.2 MILES SOUTH OF SR-802' (1) ·
'700 ft S of Gateway Blvd ' (1) ·
'Just West of I 95 ' (1) ·
'Over I 95 1 mi S of SR804' (1) ·
'SR-404 EB-Banana Riv Rel ' (1) ·
'SR-520 - Banana River ' (1) ·
'SR-520 - Sykes Creek ' (1) ·
'SR-528 EB over SR-3 ' (1) ·
'SR-528 WB over SR-3 ' (1)
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9625 (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)
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) ·
Bridge with "unknown" foundation that has not been evaluated for scour. Until risk can be determined, a plan of action should be developed and implemented to reduce the risk to users from abridge failure during and immediately after a flood event. (1)
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84148 (1)
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