Drilldown: bridge data
From Indian River Lagoon Project
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'Burns Road ' (1) ·
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'HAULOVER CANAL ' (1) ·
'Haverhill Rd. & U Turns ' (1) ·
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'S. R. 7 & Return Ramps ' (1) ·
'Service Rd & Canal ' (1) ·
'SR 806 (Atlantic Ave.) ' (1) ·
'SR 806 W Atlantic Avenue' (1) ·
'SR 809 (Military Trail) ' (1) ·
'SR 811 & FEC RR ' (1) ·
'ST LUCIE CANAL ' (1) ·
'Stub Canal & S.F.R.C. ' (1) ·
'SW 10th St. Lowson Blvd ' (1) ·
INDIAN RIVER (1)
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'CR-714 Indian St. ' (1) ·
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'SR-91 TPK NB 131.0' (1) ·
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NASA CAUSEWAY EB (1) ·
NASA CAUSEWAY WB (1)
700117 (1) ·
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'0.1 MI West of SR-76 ' (1) ·
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'3.7 MI S. OF STUART INT. ' (1) ·
'8.6 MILES SOUTH OF US 1 ' (1) ·
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'Between N Lake/PGA Blvds.' (1) ·
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'I 95 Over Lowson Blvd ' (1) ·
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'NW quad SR811/786 intchge' (1) ·
'PBIA/I-95 Interchange ' (1) ·
'SB Ramp to WPB Airport ' (1) ·
'SR 80 / I-95 Interchange ' (1) ·
'SR 80/ I-95 interchange ' (1) ·
'SR-401 NB - Barge Canal ' (1) ·
'SW quadrant PB Int Airprt' (1) ·
KENNEDY SPACE CENTER (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)
None (1) ·
10063 (1) ·
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32445 (1) ·
38517 (1) ·
49014 (1) ·
66364 (1)
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