Drilldown: bridge data
From Indian River Lagoon Project
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'BOYNTON CANAL ' (1) ·
'C-17 Canal ' (1) ·
'CANAL C-17 ' (1) ·
'E-4 Canal ' (1) ·
'EB SR80 & C-51 Canal ' (1) ·
'FEC RR & Georgia Ave. ' (1) ·
'HOWARD CREEK ' (1) ·
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'ICWW ' (1) ·
'Indian River / ICW ' (1) ·
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'IWW Indian River ' (1) ·
'L-5 CANAL ' (1) ·
'LATERAL U CANAL ' (1) ·
'LWDD E- 2W CANAL ' (1) ·
'LWDD E-2E Canal ' (1) ·
'LWDD E-3 CANAL ' (1) ·
'LWDD L-2 CANAL ' (1) ·
'LWDD LAT. 38 CANAL ' (1) ·
'PARK LATERAL CANAL ' (1) ·
'SR 91 TPK ' (1) ·
'St Lucie River / SR-707 ' (1) ·
'St. Lucie River/SR-707 ' (1) ·
'Tide Relief Canal ' (1) ·
'W. Relief Indian River ' (1) ·
'WB SR 80 ' (1) ·
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'CLINT MOORE RD WB ' (1) ·
'CLINT MOORE RD. WB' (1) ·
'CONGRESS AVE ' (1) ·
'CR-512 ' (1) ·
'DNLD RS RD E 112.2' (1) ·
'DNLD RS RD W 112.2' (1) ·
'EB SR706 ' (1) ·
'Graves Ave ' (1) ·
'Jensen Bch. Cswy. ' (1) ·
'JOG ROAD (NB) ' (1) ·
'JOG ROAD (SB) ' (1) ·
'LE CHALET BLVD ' (1) ·
'LYONS ROAD ' (1) ·
'NB SR 807 ' (1) ·
'NB US-1 / SR-5 ' (1) ·
'Old Boynton Road ' (1) ·
'Orange camp Rd. ' (1) ·
'PARK AVE. W. ' (1) ·
'SB SR 807 ' (1) ·
'SB US-1/SR-5 ' (1) ·
'SR-44 ' (1) ·
'SR-44 WB ' (1) ·
'SR-732 -Jensen Bch' (1) ·
'SR-A1A ' (1) ·
'SR-A1A (Ocean Ave)' (1) ·
'SUMMIT BLVD ' (1) ·
'US-98 (SR-80) ' (1) ·
'WB Blue Heron Blvd' (1) ·
'WB SR 706 ' (1) ·
'WESTMORELAND BLVD ' (1)
790172 (1) ·
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'.25m W of US-1 on US-98 ' (1) ·
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'0.8Mi W OF MILITARY TRAIL' (1) ·
'1 Mile East of I-95 ' (1) ·
'1.9 Mi E of US-441 ' (1) ·
'1.9 Miles East of US-441 ' (1) ·
'1MI N OF CLINT MOORE RD ' (1) ·
'1mi S of SR-707 on SR-5 ' (1) ·
'3 MI NORTH OF PGA BLVD ' (1) ·
'4.03Miles E of SR5 on A1A' (1) ·
'500FT WEST OF I-95 ' (1) ·
'7MI NORTH OF SR-60 ' (1) ·
'9.2MI N OF SR-60 ' (1) ·
'A1A on Singer Island ' (1) ·
'Graves Ave over I-4 ' (1) ·
'Indiantown Rd./ICW ' (1) ·
'Indiantown Rd/ ICW ' (1) ·
'N.OF PGA BLVD S.JUPITER ' (1) ·
'Orange camp Rd. over I-4 ' (1) ·
'SE quadrant PB Int Airpt ' (1) ·
'SR-44 - Indian River ' (1) ·
'SR-44 WB over I-4 ' (1) ·
'W. of Jensen Bch. Cswy. ' (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)
Showing below up to 34 results in range #1 to #34.
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