Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
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- Waterbody (27)
- bridge (13)
- bridge data (1468)
- definition (254)
- fips (487)
- repository (98)
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Use the filters below to narrow your results.
'56th Place North ' (1) ·
'DNLD RS RD E 112.2' (1) ·
'DNLD RS RD W 112.2' (1) ·
'PALMETTO PARK ROAD' (1) ·
'PARK AVE. W. ' (1) ·
'SR 91 TPK SB 131.0' (1) ·
'SR-732 Jensen Bch.' (1) ·
'SR-A1A (Ocean Ave)' (1) ·
'SR91 On/Off Rmp106' (1) ·
'SR91SB ON/OFF 76.4' (1) ·
'US-1 (SR-5) ' (1) ·
'US-98 (SR-80) ' (1) ·
'W/B S.R. 704 ' (1)
884082 (1) ·
890066 (1) ·
890146 (1) ·
890150 (1) ·
930004 (1) ·
930053 (1) ·
930183 (1) ·
930381 (1) ·
930419 (1) ·
930450 (1) ·
931011 (1) ·
934164 (1) ·
934908 (1) ·
940151 (1)
'.25m W of US-1 on US-98 ' (1) ·
'.75mi E. of Indian R Dr. ' (1) ·
'.7mi. E of Congress Ave. ' (1) ·
'0.3MI W OF CONGRESS AVE ' (1) ·
'0.8 MILE EAST OF US-1 ' (1) ·
'1 mile North of SR-70 ' (1) ·
'1 Mile South of SR-786 ' (1) ·
'3 MI NORTH OF PGA BLVD ' (1) ·
'3.7MI S/O STUART INT. ' (1) ·
'4.03Miles E of SR5 on A1A' (1) ·
'56th Place North ' (1) ·
'BOCA RATON INTERCHNG #28 ' (1) ·
'N.OF PGA BLVD S.JUPITER ' (1) ·
'SR-710 TPK Interchange ' (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 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 14 results in range #1 to #14.