Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
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'Banana River ' (1) ·
'C-17 CANAL ' (1) ·
'Canal C-51 ' (1) ·
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'L-14 CANAL ' (1) ·
'Lateral B Canal ' (1) ·
'Lateral C Canal ' (1) ·
'LATERAL CANAL #38 ' (1) ·
'MAIN CANAL VERO BEACH ' (1) ·
'Melb Tillman Canal 37 ' (1) ·
'Range Line Canal ' (1) ·
'S. R. 7 & Return Ramps ' (1) ·
'SR 809 (Military Trail) ' (1) ·
'SR-520 ' (1) ·
'SR-91 (Florida Turnpike)' (1) ·
'Summit Boulevard ' (1) ·
'Taylor Creek(C-25 Canal)' (1) ·
'US-1 ' (1) ·
'West Palm Beach Canal ' (1)
'13th Street SW ' (1) ·
'16th Street ' (1) ·
'45TH STREET ' (1) ·
'5th Street SW ' (1) ·
'CONGRESS AVE ' (1) ·
'Congress Ave. ' (1) ·
'CR-707(Citrus Ave)' (1) ·
'I-95 NB ' (1) ·
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'Malabar Rd ' (1) ·
'Minton Rd. ' (1) ·
'NB I 95 SR 9 ' (1) ·
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'SB US-441 (SR-7) ' (1) ·
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'0.1 mi E of Minton Rd ' (1) ·
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'0.5Mi South of 6th Ave S ' (1) ·
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'East Tpk & West SR 809 ' (1) ·
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'I-95 SB over US-1 ' (1) ·
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'Saxon Blvd EB - I-4 ' (1) ·
'Saxon Blvd WB - I-4 ' (1) ·
'South Side of US-98 ' (1) ·
'SR-44 - Conners Canal ' (1) ·
'SR-520 EB - Banana River ' (1) ·
'SR-7 & SR-80 intersection' (1) ·
'SW quadrant PB Int Airprt' (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 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)
11520 (1) ·
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400 (1) ·
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75472 (1) ·
93690 (1)
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