Drilldown: bridge data
From Indian River Lagoon Project
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Use the filters below to narrow your results.
'C-51 Canal ' (1) ·
'Hypoluxo Road ' (1) ·
'I 95 and SR 704 ' (1) ·
'I-4 EB Ramp B ' (1) ·
'I-95 ' (1) ·
'I-95 Ramps & CSXRR ' (1) ·
'I-95 Rmp A C D G & CSXRR' (1) ·
'Kyoto Gardens Dr ' (1) ·
'Lantana Road ' (1) ·
'Mercer Ave and CSX RR ' (1) ·
'Mercer Ave./CSX RR/Canal' (1) ·
'Ramps A G & C.S.X. RR ' (1) ·
'Ramps A&G/BelvedereRd/RR' (1) ·
'RCA Center Dr & FEC R/R ' (1)
'Belvede to NB I-95' (1) ·
'EBSR80 to SBSR807 ' (1) ·
'Hypoluxo to SB I95' (1) ·
'I-4 Ramp ' (1) ·
'I-4 WB ' (1) ·
'Lantana to I 95 SB' (1) ·
'NB I-95 to PBIA R ' (1) ·
'NBSR807 to EBSR80 ' (1) ·
'PBIA Rp to NB I-95' (1) ·
'PBIA to SB I-95 ' (1) ·
'SB I 95 Off Ramp ' (1) ·
'SB I-95 to PBIA ' (1) ·
'SBSR807 to EBSR80 ' (1) ·
'SR 811 to SB I 95 ' (1) ·
'SR 811 to SB I-95 ' (1) ·
'WB SR704 to SB I95' (1)
790023 (1) ·
790106 (1) ·
930274 (1) ·
930298 (1) ·
930469 (1) ·
930472 (1) ·
930473 (1) ·
930474 (1) ·
930481 (1) ·
930482 (1) ·
930483 (1) ·
930484 (1) ·
930485 (1) ·
930493 (1) ·
930494 (1) ·
930526 (1)
'Hypoluxo Rd I 95 Interch ' (1) ·
'I-4 EB Ramp - I-95 ' (1) ·
'I-4 WB over I-4 EB Ramp B' (1) ·
'I-95 SR 704 interchange ' (1) ·
'Lantana I 95 Interchange ' (1) ·
'North of Belvedere Rd ' (1) ·
'NW quad SR811/786 intchge' (1) ·
'PBIA/I-95 Interchange ' (1) ·
'SB Ramp to WPB Airport ' (1) ·
'SE quadrant PB Int Airprt' (1) ·
'SE quadrant PB Int Airpt ' (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) ·
N/A (1) ·
No noticeable or noteworthy deficiencies which affect the condition of the channel. (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 16 results in range #1 to #16.
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