Drilldown: bridge data
From Indian River Lagoon Project
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'BOYNTON CANAL ' (1) ·
'BOYNTON CANAL C-16 ' (1) ·
'BOYNTON CANAL C-16 ' (1) ·
'Boynton Canal C16 ' (1) ·
'C. Stanley Weaver Canal ' (1) ·
'C.S.X. R/R ' (1) ·
'CANAL E-2-E(BOYN BC INT)' (1) ·
'CANAL E-2-W(BOYN BC INT)' (1) ·
'CANAL E-4 ' (1) ·
'CSX RR ' (1) ·
'E-3 CANAL ' (1) ·
'E-4 CANAL ' (1) ·
'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) ·
'SUBDIVISION CANAL ' (1)
'Boynton Bch Blvd ' (1) ·
'Boynton Bch Blvd. ' (1) ·
'CONGRESS AVE ' (1) ·
'CORAL DRIVE ' (1) ·
'E Gateway Blvd ' (1) ·
'FLAVOR PICT ROAD ' (1) ·
'GATEWAY BLVD (EB) ' (1) ·
'GATEWAY BLVD (WB) ' (1) ·
'HYPOLUXO RD. ' (1) ·
'I 95 SR 9 ' (1) ·
'LAWRENCE ROAD ' (1) ·
'MILITARY TR. NB ' (1) ·
'MILITARY TR. SB ' (1) ·
'MINER RD. ' (1) ·
'NB I 95 to Gateway' (1) ·
'Quantum Blvd. ' (1) ·
'SEACREST BLVD. ' (1) ·
'SR 804 ' (1) ·
'SR91 N/S TPK 86.95' (1) ·
'SR91 N/S TPK 87.74' (1) ·
'SR91 NB TPK 86.69 ' (1) ·
'SR91 NB TPK 86.88 ' (1) ·
'SR91 SB TPK 86.85 ' (1) ·
'SR91 SB TPK 87.213' (1) ·
'SW 15TH AVE ' (1) ·
'SW 23RD AVE. ' (1) ·
'US1(SR5) ' (1) ·
'VENICE DRIVE ' (1) ·
'WEST OCEAN DRIVE ' (1) ·
'WOOLBRIGHT ROAD ' (1)
930001 (1) ·
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'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) ·
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'0.3MI E of CONGRESS AVE. ' (1) ·
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'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 NORTH OF SR-804 ' (1) ·
'0.7 mi. W of I-95 ' (1) ·
'0.7 mile North of SR 804 ' (1) ·
'0.7Mi N OF SR-804 ' (1) ·
'0.8Mi N OF BOYNTON BCH B ' (1) ·
'0.8Mi NORTH OF CR-804 ' (1) ·
'1.5 mile North of SR 804 ' (1) ·
'1.5 miles North of SR 804' (1) ·
'6.2 MILES SOUTH OF SR-802' (1) ·
'700 ft S of Gateway Blvd ' (1) ·
'Just West of I 95 ' (1) ·
'W of I 95 on Woolbright ' (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)
10410 (1) ·
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84148 (1)
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