Drilldown: bridge data
From Indian River Lagoon Project
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ObjectID:
'ARCHIES CREEK ' (1) ·
'Burns Road ' (1) ·
'C-18 CANAL ' (1) ·
'CYPRESS CREEK ' (1) ·
'Drainage Canal ' (1) ·
'EARMAN RIVER CANAL C-17 ' (1) ·
'EPB CANAL C-3 ' (1) ·
'FL. TPK. SR-91 ' (1) ·
'FLORIDA TURNPIKE ' (1) ·
'Golf Cart Underpass ' (1) ·
'Holly Drive ' (1) ·
'I 95 SR 9 ' (1) ·
'I-95 ' (1) ·
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'Loxahatchee Slough ' (1) ·
'LWDD C-17 CANAL ' (1) ·
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'Northlake Blvd. ' (1) ·
'PGA Blvd SR 786 ' (1) ·
'RCA CANAL ' (1) ·
'RCA Center Dr & FEC R/R ' (1) ·
'RELIEF CANAL ' (1) ·
'RETENTION POND ' (1) ·
'SCOTTS CANAL ' (1) ·
'SR 786 PGA Blvd ' (1) ·
'SR 811 & FEC RR ' (1) ·
'SR 91 TPK ' (1) ·
'SR 91 TPK (PGA BV INT) ' (1) ·
'SR786 I95 I95 Ramps ' (1) ·
'Thompson River ' (1) ·
'Triple box culvert ' (1)
Facility 007:
Number 008:
Location 009:
Latitude 016:
Longitude 017:
121 (1) ·
12600 (1) ·
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13716 (1) ·
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9800 (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)
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)
10250 (1) ·
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150 (1) ·
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600 (1) ·
6000 (1) ·
6073 (1) ·
66364 (1) ·
7460 (1) ·
82412 (1) ·
96292 (1)
Showing below up to 49 results in range #1 to #49.
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