Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
- News Link (111)
- Organization (18)
- Waterbody (27)
- bridge (13)
- bridge data (1468)
- definition (254)
- fips (487)
- repository (98)
- timeline (19)
- weblink (123)
Use the filters below to narrow your results.
'BINKS FOREST DRIVE' (1) ·
'DNLD RS RD E 112.2' (1) ·
'DNLD RS RD W 112.2' (1) ·
'NB I 95 SR 9 ' (1) ·
'NB I-95 ( SR-9 ) ' (1) ·
'PARK AVE. W. ' (1) ·
'SB I 95 SR 9 ' (1) ·
'SB I-95 ( SR-9 ) ' (1) ·
'SR 91 TPK SB 131.0' (1) ·
'SR-A1A (Ocean Ave)' (1) ·
'SR91SB ON/OFF 76.4' (1) ·
'SW 15TH AVE ' (1) ·
'US-98 (SR-80) ' (1)
890066 (1) ·
890150 (1) ·
930053 (1) ·
930381 (1) ·
930382 (1) ·
930383 (1) ·
930386 (1) ·
930387 (1) ·
930419 (1) ·
930450 (1) ·
934164 (1) ·
934293 (1) ·
934461 (1)
'.25m W of US-1 on US-98 ' (1) ·
'0.2MI W OF I-95 ' (1) ·
'0.3 mile South of SR 706 ' (1) ·
'0.3MI W OF CONGRESS AVE ' (1) ·
'3 MI NORTH OF PGA BLVD ' (1) ·
'3.7MI S/O STUART INT. ' (1) ·
'4.03Miles E of SR5 on A1A' (1) ·
'AT US-441 (SOUTHERN BLVD)' (1) ·
'BOCA RATON INTERCHNG #28 ' (1) ·
'I-95 / Donald Ross Rd ' (1) ·
'N.OF PGA BLVD S.JUPITER ' (1) ·
'South of Ramp to SR 706 ' (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 not over waterway. (1)
Showing below up to 13 results in range #1 to #13.