Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
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'Banana River ' (1) ·
'Canal C-51 ' (1) ·
'CANAL E-4 ' (1) ·
'CR 812 LANTANA RD ' (1) ·
'E-3 CANAL ' (1) ·
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'I-4 ' (1) ·
'I-95 ' (1) ·
'I-95 (SR-9) ' (1) ·
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'INTRACOASTAL WATERWAY ' (1) ·
'L-30 CANAL ' (1) ·
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'L-5 Canal ' (1) ·
'Lateral B Canal ' (1) ·
'Lateral C Canal ' (1) ·
'LWDD L-38 CANAL ' (1) ·
'LWDD LATERAL 30 CANAL ' (1) ·
'LWDD LATERAL 32 CANAL ' (1) ·
'Pine Street ' (1) ·
'Platt Ranch Access Road ' (1) ·
'Range Line Canal ' (1) ·
'SR 70 ' (1) ·
'West Palm Beach Canal ' (1)
'13th Street SW ' (1) ·
'16th Street ' (1) ·
'5th Street SW ' (1) ·
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'CR-707(Citrus Ave)' (1) ·
'DONALD ROSS RD EB ' (1) ·
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'Dunn Avenue ' (1) ·
'FLAVOR PICT ROAD ' (1) ·
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'MILITARY TRAIL NB ' (1) ·
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'NB US-27 SR-25 ' (1) ·
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'SB US-27 SR-25 ' (1) ·
'SB US-441 (SR-7) ' (1) ·
'SR 91 TPK SB 153.2' (1) ·
'SR-406 ' (1) ·
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'SR-472 WB ' (1) ·
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'0.2 MI S OF LAKE IDA ROAD' (1) ·
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'1MI N. of CLINT MOORE RD.' (1) ·
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'SR-520 EB - Banana River ' (1) ·
'SR-528 EB at I-95 ' (1) ·
'SR-528 WB at I-95 ' (1) ·
'SR-528 WB over Pine St. ' (1) ·
'SR-7 & SR-80 intersection' (1)
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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 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 30 results in range #1 to #30.