Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
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'Banana River ' (1) ·
'BOYNTON CANAL ' (1) ·
'Boynton Canal C-16 ' (1) ·
'C-18 Canal ' (1) ·
'E-3 CANAL ' (1) ·
'FEC RR(Olympia Overpass)' (1) ·
'FECRR - Tymber Crk Rd ' (1) ·
'I-4 ' (1) ·
'LAT CANAL (LK WORTH INT)' (1) ·
'LATERAL CANAL #38 ' (1) ·
'LWDD E-3 CANAL ' (1) ·
'Main Canal ' (1) ·
'North Lake ' (1) ·
'OUTFALL SLOUGH ' (1) ·
'Padgett Creek ' (1) ·
'Spruce Creek ' (1) ·
'SR-91 (FL TPK) ' (1) ·
'Sykes Creek ' (1) ·
'US-1 ' (1) ·
'Warner Creek ' (1)
'Banana River Drive' (1) ·
'EB North Lake Blvd' (1) ·
'Enterprise Rd. ' (1) ·
'I 95 SR 9 ' (1) ·
'I-4 EB ' (1) ·
'I-4 WB ' (1) ·
'I-95 NB ' (1) ·
'I-95 SB ' (1) ·
'Indiantown Rd. ' (1) ·
'LYONS ROAD ' (1) ·
'NB SR-5 (US-1) ' (1) ·
'PALMETTO PK RD ' (1) ·
'SB I-95 (SR-9) ' (1) ·
'SB SR-5 (US-1) ' (1) ·
'SR 91 TPK 79.75 ' (1) ·
'SR 91 TPK RMP 93.5' (1) ·
'SR-528 ' (1) ·
'SR-60 Osceola Blvd' (1) ·
'SR-732 Jenson Blvd' (1) ·
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'.5 mi East of I-95 ' (1) ·
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'0.3 Mile West of SR-513 ' (1) ·
'0.7 mile North of SR 804 ' (1) ·
'0.7MI N OF BOYNTON BCH BL' (1) ·
'1.5 Mi. S of SR-70 ' (1) ·
'1.6 mi E of US-1 ON 707A ' (1) ·
'15 MI S OF SR 60 ' (1) ·
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'1mi. West of US-1 ' (1) ·
'2.0 MI SOUTH OF SR-806 ' (1) ·
'2.25Mi. W of US-1 ' (1) ·
'ADJ W SIDE MILITARY TRAIL' (1) ·
'Enterprise Rd. Over I-4 ' (1) ·
'I-4 EB - Padgett Creek ' (1) ·
'I-4 WB - Padgett Creek ' (1) ·
'I-95 NB over FECRR ' (1) ·
'I-95 NB over US-1 ' (1) ·
'I-95 SB over FECRR ' (1) ·
'LAKE WORTH INTERCHANGE ' (1) ·
'NB SR-5 1mi. S of CR 708 ' (1) ·
'SB SR-5 1mi. S of CR 708 ' (1) ·
'Southern Blvd / E-3 Canal' (1) ·
'SR-528 WB - Sykes Creek ' (1)
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81171026 (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)
Showing below up to 24 results in range #1 to #24.
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