Drilldown: bridge data
From Indian River Lagoon Project
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'C-51 Canal ' (1) ·
'EL RIO 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) ·
'L-12 Canal ' (1) ·
'L-19 Canal ' (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) ·
'S-5 Discharge Canal ' (1) ·
'SR-528 ' (1)
'Belvede to NB I-95' (1) ·
'CAMINO GARDENS EB ' (1) ·
'CAMINO GARDENS WB ' (1) ·
'EBSR80 to SBSR807 ' (1) ·
'HIGHLAND GOLF CRSE' (1) ·
'Hypoluxo to SB I95' (1) ·
'I-4 Ramp ' (1) ·
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'Levee Road ' (1) ·
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'SR 811 to SB I 95 ' (1) ·
'SR 811 to SB I-95 ' (1) ·
'SR-407 NB ' (1) ·
'WB SR704 to SB I95' (1)
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'.2MI E OF HOMEWOOD ROAD ' (1) ·
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'21.0 Mi North of US-27 ' (1) ·
'4.0 MI NW OF US-441 ' (1) ·
'6.3MI S of SoBay at US-27' (1) ·
'Hypoluxo Rd I 95 Interch ' (1) ·
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'I-95 SR 704 interchange ' (1) ·
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'North of Belvedere Rd ' (1) ·
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'PBIA/I-95 Interchange ' (1) ·
'SB Ramp to WPB Airport ' (1) ·
'SE quadrant PB Int Airprt' (1) ·
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'SR-407 NB at SR-528 WB ' (1)
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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 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 25 results in range #1 to #25.
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