Drilldown: bridge data
From Indian River Lagoon Project
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'BRANCH OF ICWW ' (1) ·
'C-18 Canal ' (1) ·
'C-24 Canal ' (1) ·
'E-4 Canal ' (1) ·
'EL RIO CANAL ' (1) ·
'EPB CANAL C-3 ' (1) ·
'FL TPK SR-91 ' (1) ·
'Golf Cart Underpass ' (1) ·
'I 95 SR 9 ' (1) ·
'I-95 ' (1) ·
'INTRACOASTAL WATERWAY ' (1) ·
'Lateral A Canal ' (1) ·
'Lateral H Canal ' (1) ·
'Loxahatchee River ' (1) ·
'LWDD E-3 CANAL ' (1) ·
'Moore's Creek ' (1) ·
'Moores Creek ' (1) ·
'NORTH FORK ST LUCIE RVR ' (1) ·
'North Relief Canal ' (1) ·
'Range Line Canal ' (1) ·
'Tidal Canal ' (1) ·
'Turkey Creek ' (1)
'16th St/College Ln' (1) ·
'16th Street ' (1) ·
'53rd Street ' (1) ·
'56th Place North ' (1) ·
'8th Street N ' (1) ·
'Australian Ave. ' (1) ·
'Central Blvd. ' (1) ·
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'Hypoluxo Rd ' (1) ·
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'Pineda Causeway ' (1) ·
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'0.8Mi W OF MILITARY TRAIL' (1) ·
'0.95 MI N of PGA Blvd. ' (1) ·
'1.2 Mi. East of Lyons Rd.' (1) ·
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'1.6 miles East of SR-507 ' (1) ·
'1MI W of US-1 ' (1) ·
'2.6 MI S of Wickham Rd. ' (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 (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 is scour critical; bridge foundations determined to be unstable for assessed or calculated scour conditions: Scour within limits of footing or piles. Scour below spread-footing base or pile tips. (1) ·
Bridge not over waterway. (1)
Showing below up to 25 results in range #1 to #25.
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