Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
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'Angle Rd - Belcher Canal' (1) ·
'Angle Rd.- Belcher Canal' (1) ·
'Berrys Canal ' (1) ·
'C-23 CANAL ' (1) ·
'C-51 CANAL ' (1) ·
'CANAL ' (1) ·
'CORAL GARDENS OUTFALL ' (1) ·
'EAST TURTLE CREEK ' (1) ·
'EL RIO (E-4) CANAL ' (1) ·
'EL RIO CANAL ' (1) ·
'Galiano Rd. & C-24 Canal' (1) ·
'Header Canal ' (1) ·
'I-95 (SR-9) ' (1) ·
'INTRACOASTAL WATERWAY ' (1) ·
'JOANN CANAL ' (1) ·
'L-5 Canal ' (1) ·
'LAKE IDA CANAL ' (1) ·
'LATERAL A CANAL ' (1) ·
'LOXAHATCHEE RIVER ' (1) ·
'North Relief Canal ' (1) ·
'RANGE LINE CANAL ' (1) ·
'SEBASTIAN RIVER PRONG ' (1) ·
'SR-713 (King Hwy) ' (1) ·
'SR-91 N/S TPK ' (1) ·
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'US-1 & FECRR ' (1)
'56th Place North ' (1) ·
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'COUNTY LINE RD ' (1) ·
'CR-505 ROSELAND RD' (1) ·
'CR-508 (69TH ST.) ' (1) ·
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'Levee Road ' (1) ·
'LOWSON BOULEVARD ' (1) ·
'NB I-95 (SR-9) ' (1) ·
'NB I-95 (SR-9) ' (1) ·
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'PALMETTO PARK ROAD' (1) ·
'SB I-95 (SR-9) ' (1) ·
'SB SR-9 (I-95) ' (1) ·
'SE ISLAND WAY ROAD' (1) ·
'SIMARA STREET ' (1) ·
'SR-44 ' (1) ·
'SR91 On/Off Rmp106' (1) ·
'SW 22ND WAY ' (1) ·
'VENICE DRIVE ' (1) ·
'W/B S.R. 704 ' (1) ·
'WB SR 70 ' (1)
790128 (1) ·
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'.7mi. E of Congress Ave. ' (1) ·
'0.03Mi E of CYPRESS WAY ' (1) ·
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'0.6 Mile West of US-27 ' (1) ·
'0.8 MILE EAST OF US-1 ' (1) ·
'1.1MI Wof CR-615(66th St)' (1) ·
'1.5mi N of SR-68 ' (1) ·
'1.7MI N OF CR-512 ' (1) ·
'14.8 Mi West of US-27 ' (1) ·
'150 FT E of SW 10TH ST ' (1) ·
'1MI W OF CR-615 ' (1) ·
'2 mi. N of Gatlin Blvd. ' (1) ·
'2.5 mi. N of SR 70 ' (1) ·
'2.5Mi W of US-1 ' (1) ·
'200ft. W of A1A ' (1) ·
'2mi. N of SR714 on I95 ' (1) ·
'2mi.N of SR714 on I95 ' (1) ·
'3.2MI W OF US-1 ' (1) ·
'56th Place North ' (1) ·
'6.0 Mi. West of US-27 ' (1) ·
'650FT E OF SEWALLS PT. RD' (1) ·
'7.0 mi. W of FL Turnpike ' (1) ·
'CR-615 (66TH AVE.) ' (1) ·
'SR-44 - Berrys Canal ' (1) ·
'SR-44 over US-1 ' (1) ·
'SR-710 TPK Interchange ' (1)
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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)
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694 (1) ·
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9543 (1)
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