Drilldown: bridge data
From Indian River Lagoon Project
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Use the filters below to narrow your results.
'Australian Ave and Canal' (1) ·
'C.S.X. R/R ' (1) ·
'Canal ' (1) ·
'CR-3 ' (1) ·
'CSX Railroad ' (1) ·
'George King Blvd ' (1) ·
'Melb Tillman Canal 37 ' (1) ·
'OUTFALL CANAL ' (1) ·
'OUTFALL SLOUGH ' (1) ·
'SFWMD L-13 CANAL ' (1) ·
'SR-524 ' (1) ·
'SR-91 (FL. TPK.) ' (1) ·
'TEN MILE CREEK ' (1) ·
George King Blvd (1)
'CR-700 ' (1) ·
'CR611B(SELVITZ RD)' (1) ·
'I-95 NB ' (1) ·
'I-95 SB ' (1) ·
'Malabar Rd ' (1) ·
'PBIA to I-95 Ramp ' (1) ·
'SR-404 EB ' (1) ·
'SR-76(Kanner Hwy )' (1) ·
'SR-A1A NB ' (1) ·
'SR91 NB TPK 175.4 ' (1) ·
'SR91 NB TPK 189.1 ' (1) ·
'SR91 SB TPK 175.4 ' (1) ·
'SR91 SB TPK 189.1 ' (1) ·
'SW 23 Ave Golf Rd ' (1) ·
'Woolbright Road ' (1) ·
SR-A1A SB (1)
700054 (1) ·
700128 (1) ·
700145 (1) ·
700210 (1) ·
700211 (1) ·
704004 (1) ·
705953 (1) ·
880057 (1) ·
880060 (1) ·
880065 (1) ·
880068 (1) ·
890126 (1) ·
930085 (1) ·
930300 (1) ·
930303 (1) ·
930480 (1) ·
940015 (1)
'.25mi W OF I-95 ' (1) ·
'0.1 mi E of Minton Rd ' (1) ·
'0.2MI S OF EDWARDS RD ' (1) ·
'1.4 MI S OF OSCEOLA CNTY ' (1) ·
'1.8 MI N OF ST LUCIE CNTY' (1) ·
'2.5 Miles West of CR-509 ' (1) ·
'I-95 NB - SR-524 ' (1) ·
'I-95 SB - SR-524 ' (1) ·
'INT. OF CR-700 & CR-880 ' (1) ·
'Just West of I 95 ' (1) ·
'PBIA/I-95 Interchange ' (1) ·
'SR-404 EB over CR-3 ' (1) ·
'SR-A1A - George King Blvd' (1) ·
'W of I 95 on Woolbright ' (1) ·
SR-A1A SB- George King (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 conditions; field review indicates action is required to protect exposed foundations (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 17 results in range #1 to #17.
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