Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
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- definition (254)
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'Burns Road ' (1) ·
'Canal 29 (5 mile creek) ' (1) ·
'Drainage Canal ' (1) ·
'HAULOVER CANAL ' (1) ·
'Haverhill Rd. & U Turns ' (1) ·
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'I 95 SR 9 ' (1) ·
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'Kyoto Gardens Dr ' (1) ·
'Lake Ida Road ' (1) ·
'Mercer Ave and CSX RR ' (1) ·
'Northlake Blvd. ' (1) ·
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'Ramps A&G/BelvedereRd/RR' (1) ·
'RCA Center Dr & FEC R/R ' (1) ·
'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) ·
'Stub Canal & S.F.R.C. ' (1) ·
'SW 10th St. Lowson Blvd ' (1)
'COURTENAY PARKWAY ' (1) ·
'CR-714 Indian St. ' (1) ·
'E/B S.R. 704 ' (1) ·
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'EB US 98 SR 80 ' (1) ·
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'I 95 SR 9 NB ' (1) ·
'I 95 SR 9 SB ' (1) ·
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'NB I 95 SR 9 ' (1) ·
'NB I-95 (S.R.9) ' (1) ·
'NB I-95 (SR 9) ' (1) ·
'SB I 95 Off Ramp ' (1) ·
'SB I 95 SR 9 ' (1) ·
'SB I-95 (SR 9) ' (1) ·
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'SR 68 (Orange Ave)' (1) ·
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'SR 80/Southern Bld' (1) ·
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'SR 811 to SB I 95 ' (1) ·
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'US98/441 SR15/700 ' (1) ·
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700117 (1) ·
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'0.1 MI West of SR-76 ' (1) ·
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'8.6 MILES SOUTH OF US 1 ' (1) ·
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'Between N Lake/PGA Blvds.' (1) ·
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'E Congress Ave & N SR 806' (1) ·
'E Congress Ave & S SR 806' (1) ·
'E Jog Rd. & W SR 80 ' (1) ·
'East Tpk & West SR 809 ' (1) ·
'I 95 Over Lowson Blvd ' (1) ·
'I-95 SR 806 interchange ' (1) ·
'I-95/SR 806 interchange ' (1) ·
'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)
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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)
None (1) ·
10063 (1) ·
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27066 (1) ·
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32445 (1) ·
3990 (1) ·
49014 (1) ·
66364 (1)
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