Drilldown: bridge data
From Indian River Lagoon Project
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'Angle Rd - Belcher Canal' (1) ·
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'ITCWD CANAL #2 ' (1) ·
'ITCWD CANAL 3 ' (1) ·
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'Lateral A Canal ' (1) ·
'Lateral B Canal ' (1) ·
'Lateral C Canal ' (1) ·
'LATERAL CANAL L-5 ' (1) ·
'Lateral H Canal ' (1) ·
'Mercer Ave and CSX RR ' (1) ·
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'Palmetto Park Road ' (1) ·
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'Spanish River Blvd' (1) ·
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'SR-76 ' (1) ·
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'0.76 MI SOUTH OF SR 80 ' (1) ·
'1 Mi So. of SR-421 ' (1) ·
'1 mile North of SR 786 ' (1) ·
'1 mile North of SR-70 ' (1) ·
'1.0 M West of Haverhill R' (1) ·
'1.1 Mile S of CR-611B ' (1) ·
'1.2 Mi. East of Lyons Rd.' (1) ·
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'1.5Mi E of Military Trail' (1) ·
'1.6 Miles East of 58th Av' (1) ·
'2 mi. N of Gatlin Blvd. ' (1) ·
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'2.5 mi. N of SR 70 ' (1) ·
'2mi. N of SR714 on I95 ' (1) ·
'2mi.N of SR714 on I95 ' (1) ·
'Apollo Blvd - Eau Gallie ' (1) ·
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'South of Ramp to SR 706 ' (1) ·
'South of St Lucie Canal ' (1) ·
'SR 808 I 95 Interchange ' (1) ·
'SR-704 Over SR-91 ' (1)
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9500 (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 (including piles) on dry land well above flood water elevations. (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)
1000 (1) ·
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91351 (1)
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