Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
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'Bear Wildlife Crossing ' (1) ·
'BOYNTON CANAL C-16 ' (1) ·
'CANAL C-17 ' (1) ·
'Clint Moore Road ' (1) ·
'Cougar Wildlife Crossing' (1) ·
'Deer Wildlife Crossing ' (1) ·
'EB SR80 & C-51 Canal ' (1) ·
'FEC RR & Georgia Ave. ' (1) ·
'FLORIDA TURNPIKE ' (1) ·
'ICWW ' (1) ·
'LWDD E-3 CANAL ' (1) ·
'PAHOKEE DRAIN CANAL M-2 ' (1) ·
'SR 808 GLADES RD ' (1) ·
'SR 91 TPK ' (1) ·
'SR-91 TPK(GLADES RD INT)' (1) ·
'ST LUCIE CANAL ' (1) ·
'St Lucie River / SR-707 ' (1) ·
'St. Lucie River/SR-707 ' (1) ·
'US-17-92 -St Johns River' (1) ·
'US-17-92-St Johns River ' (1) ·
'WB SR 80 ' (1) ·
Indian River Relief East (1)
'BELVEDERE ROAD ' (1) ·
'Boynton Bch Blvd. ' (1) ·
'CONGRESS AVE ' (1) ·
'DNLD RS RD E 112.2' (1) ·
'DNLD RS RD W 112.2' (1) ·
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'SR 400 WB ' (1) ·
'SR 91 TPK SB 131.0' (1) ·
'SR-400 ' (1) ·
'SR-91 (TPK) 78.7 ' (1) ·
'SR-A1A (Ocean Ave)' (1) ·
'SR91 N/S TPK 75.92' (1) ·
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SR-520 (1)
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'.25m W of US-1 on US-98 ' (1) ·
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'0.5 MILE WEST OF JOG RD ' (1) ·
'0.5 MILES WEST OF SR-809 ' (1) ·
'0.8Mi NORTH OF CR-804 ' (1) ·
'1.2MI S OF US-98 ' (1) ·
'1mi S of SR-707 on SR-5 ' (1) ·
'2 MI N OF GLADES RD/SR808' (1) ·
'3 MI NORTH OF PGA BLVD ' (1) ·
'3.7MI S/O STUART INT. ' (1) ·
'4.03Miles E of SR5 on A1A' (1) ·
'BOCA RATON INTERCHNG #28 ' (1) ·
'i-4 WB - Cougar Crossing ' (1) ·
'I-4 WB over Bear Crossing' (1) ·
'I-4EB-US-17-92 St Johns R' (1) ·
'I-4WB-US-17-92 St Johns R' (1) ·
'N.OF PGA BLVD S.JUPITER ' (1) ·
'SE quadrant PB Int Airpt ' (1) ·
'SR 400 WB over Deer Wildl' (1) ·
'SR-91 FL TPK OVER SR-808 ' (1) ·
SR-520 - Indian River Relief (1)
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81191063 (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 assessed or calculated scour condition. Scour is determined to be within the limits of footing or piles by assessment, 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 not over waterway. (1)
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