Drilldown: bridge data
From Indian River Lagoon Project
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15626 (1) ·
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'BOYNTON CANAL ' (1) ·
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'CANAL E-2-E(BOYN BC INT)' (1) ·
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'CANAL E-4 ' (1) ·
'CANAL N. END LAKE IDA ' (1) ·
'CSX RR ' (1) ·
'E-2-W canal ' (1) ·
'E-3 CANAL ' (1) ·
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'I 95 SR 9 ' (1) ·
'INTRACOASTAL WATERWAY ' (1) ·
'LAKE IDA CANAL ' (1) ·
'LAKEWOOD E4 CANAL ' (1) ·
'LWDD C-16 CANAL ' (1) ·
'LWDD E-3 CANAL ' (1) ·
'LWDD E-4 CANAL ' (1) ·
'None ' (1) ·
'QUAIL COVEY ROAD ' (1) ·
'SR 804 BOYNTON BCH BLVD ' (1) ·
'SUBDIVISION CANAL ' (1)
'Boynton Bch Blvd ' (1) ·
'CONGRESS AVE ' (1) ·
'CORAL DRIVE ' (1) ·
'E Gateway Blvd ' (1) ·
'FLAVOR PICT ROAD ' (1) ·
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'HYPOLUXO RD. ' (1) ·
'I 95 SR 9 ' (1) ·
'LAWRENCE ROAD ' (1) ·
'LE CHALET BLVD ' (1) ·
'MINER RD. ' (1) ·
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'NB I 95 to Gateway' (1) ·
'S. LAKE DRIVE ' (1) ·
'SEACREST BLVD. ' (1) ·
'SR804 E Ocean Ave.' (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 22ND WAY ' (1) ·
'SW 23RD AVE. ' (1) ·
'VENICE DRIVE ' (1) ·
'WEST OCEAN DRIVE ' (1) ·
'WOOLBRIGHT ROAD ' (1) ·
'Woolbright Road EB' (1) ·
'Woolbright Road WB' (1)
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'0.1MI S OF OLD BOYNTON ' (1) ·
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'0.25MI E OF US 1 ' (1) ·
'0.2MI W OF I-95 ' (1) ·
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'0.5Mi WEST OF CR-809 ' (1) ·
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'0.6Mi NORTH OF SR-804 ' (1) ·
'0.7 MI NORTH OF SR-804 ' (1) ·
'0.7 mile North of SR 804 ' (1) ·
'0.7MI W OF CONGRESS AVE ' (1) ·
'0.7MI W OF CONGRESS AVE.' (1) ·
'0.8Mi N OF BOYNTON BCH B ' (1) ·
'0.8Mi NORTH OF CR-804 ' (1) ·
'0.8Mi W OF MILITARY TRAIL' (1) ·
'1 Mile S of Boynton Inlet' (1) ·
'1.5 mile North of SR 804 ' (1) ·
'1.5 miles North of SR 804' (1) ·
'100FT E OF SOUTH LAKE DR ' (1) ·
'150 FT E of SW 10TH ST ' (1) ·
'200FT N of NW 22ND STR ' (1) ·
'6.2 MILES SOUTH OF SR-802' (1) ·
'700 ft S of Gateway Blvd ' (1) ·
'BOYNTON BCH EAST OF TPK ' (1) ·
'BOYNTON BCH WEST OF TPK ' (1)
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80102313 (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)
10410 (1) ·
10584 (1) ·
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121 (1) ·
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607 (1) ·
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694 (1) ·
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