Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
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Use the filters below to narrow your results.
'Belcher Canal (C-25) ' (1) ·
'C-18 Canal ' (1) ·
'C-51 Canal ' (1) ·
'E-3 Canal ' (1) ·
'El Rio Canal (E-4) ' (1) ·
'I-95 Ramps & CSXRR ' (1) ·
'I-95 Rmp A C D G & CSXRR' (1) ·
'Kyoto Gardens Dr ' (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) ·
'SR 60 ' (1) ·
'SR-91 Fl. Tpk ' (1) ·
'SR786 I95 I95 Ramps ' (1) ·
'Tomoka River ' (1)
'Belvede to NB I-95' (1) ·
'EB 706 To SB I-95 ' (1) ·
'EBSR80 to SBSR807 ' (1) ·
'Indiantown Rd. ' (1) ·
'Kings Highway ' (1) ·
'NB I-95 to PBIA R ' (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 794 (Yamato Rd)' (1) ·
'SR 811 to SB I 95 ' (1) ·
'SR 9 (I-95) ' (1) ·
'SR-808 Glades Road' (1) ·
'SR786 WB to SB I95' (1) ·
'US-92 WB ' (1)
790021 (1) ·
880102 (1) ·
930015 (1) ·
930325 (1) ·
930384 (1) ·
930388 (1) ·
930391 (1) ·
930472 (1) ·
930473 (1) ·
930481 (1) ·
930482 (1) ·
930483 (1) ·
930484 (1) ·
930485 (1) ·
930494 (1) ·
930526 (1) ·
940007 (1)
'.5 mi East of I-95 ' (1) ·
'0.5 mile West of I-95 ' (1) ·
'1.5mi. N of SR-68 ' (1) ·
'E Congress Ave. & W I-95 ' (1) ·
'I 95 SR 786 Interchange ' (1) ·
'I-95 over SR-60 ' (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) ·
'Tpk. SR 706 Interchange ' (1) ·
'US-92 WB-Tomoka River ' (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) ·
No noticeable or noteworthy deficiencies which affect the condition of the channel. (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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