Drilldown: bridge data
From Indian River Lagoon Project
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'BOYNTON CANAL C-16 ' (1) ·
'C-15 CANAL ' (1) ·
'Canal L-14 ' (1) ·
'EB SR80 & C-51 Canal ' (1) ·
'I 95 SR 9 ' (1) ·
'I-95 (SR-9) ' (1) ·
'Intracoastal Waterway ' (1) ·
'L-6 Canal ' (1) ·
'LWDD L-2 CANAL ' (1) ·
'LWDD LAT 17 CANAL ' (1) ·
'LWDD LAT CANAL 17 ' (1) ·
'LWDD LATERAL 30 CANAL ' (1) ·
'LWDD LATERAL 32 CANAL ' (1) ·
'M CANAL ' (1) ·
'SR-91 Turnpike ' (1) ·
'WB SR 80 ' (1)
930163 (1) ·
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'.7mi. E of Congress Ave. ' (1) ·
'0.2 MI S OF LAKE IDA ROAD' (1) ·
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'0.4MI S OF LINTON BLVD ' (1) ·
'0.5MI S OF OKEECHOBEE BLV' (1) ·
'0.5Mi South of 6th Ave S ' (1) ·
'0.6Mi S OF CR-812 ' (1) ·
'0.7MI S OF 45TH STREET ' (1) ·
'0.8 MI N OF LAKE IDA ROAD' (1) ·
'0.8Mi NORTH OF CR-804 ' (1) ·
'1.0mile south of SR-80 ' (1) ·
'Between SRA1A&SR80 Cswys.' (1) ·
'SE quadrant PB Int Airpt ' (1) ·
'SR-704 Over SR-91 ' (1)
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80083008 (1)
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 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)
Showing below up to 22 results in range #1 to #22.
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