Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
- News Link (111)
- Organization (18)
- Waterbody (27)
- bridge (13)
- bridge data (1468)
- definition (254)
- fips (487)
- repository (98)
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ObjectID:
'C-51 CANAL ' (1) ·
'CANAL ' (1) ·
'CANAL E-105 ' (1) ·
'CITY OF WPB CANAL ' (1) ·
'CYPRESS CREEK ' (1) ·
'E-1 CANAL ' (1) ·
'E-2-W canal ' (1) ·
'E-3 CANAL ' (1) ·
'E-4 CANAL ' (1) ·
'E3 CANAL ' (1) ·
'EPB CANAL C-3 ' (1) ·
'FL. TURNPIKE ' (1) ·
'GARDEN CANAL ' (1) ·
'I-95 ' (1) ·
'L-30 CANAL ' (1) ·
'L-38 CANAL ' (1) ·
'L.W.D.D L-14 CANAL ' (1) ·
'LAKE CLARKE CHANNEL ' (1) ·
'LATERAL CANAL ' (1) ·
'LK OSBORNE DR& CENTER DR' (1) ·
'LWDD C-16 CANAL ' (1) ·
'LWDD C-17 CANAL ' (1) ·
'LWDD E 3-1/2 CANAL ' (1) ·
'LWDD E-1 CANAL ' (1) ·
'LWDD E-3 CANAL ' (1) ·
'LWDD L-30 CANAL ' (1) ·
'LWDD L-38 CANAL ' (1) ·
'LWDD LATERAL 14 CANAL ' (1) ·
'LWDD LATERAL 30 CANAL ' (1) ·
'LWDD LATERAL 32 CANAL ' (1) ·
'M CANAL ' (1) ·
'M-1 CANAL ' (1) ·
'QUAIL COVEY ROAD ' (1) ·
'RCA CANAL ' (1) ·
'RELIEF CANAL ' (1) ·
'SR-91 TPK & BOCA RIO RD.' (1) ·
'SR-91 TPK-DRAINAGE CANAL' (1) ·
'SR-91 TPK/DRAINAGE CANAL' (1)
Facility 007:
Number 008:
Location 009:
Latitude 016:
Longitude 017:
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9300 (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 being eroded. River control devices and/or embankment have major damage. Trees and brush restrict the channel. (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)
Deterioration or initial disintegration, minor chloride contamination, cracking with some leaching, or spalls on concrete or masonry walls and slabs. Local minor scouring at curtain walls, wingwalls or pipes. Metal culverts have a smooth curvature, non-symmetrical shape, significant corrosion or moderate pitting. (1) ·
Moderate to major deterioration or disintegration, extensive cracking and leaching or spalls on concrete or masonry walls and slabs. Minor settlement or misalignment. Noticeable scouring or erosion at curtain walls, wingwalls or pipes. Metal culverts have significant distortion and deflection in one section, significant corrosion or deep pitting (1) ·
N/A (1)
Bridge foundations (including piles) on dry land well above flood water elevations. (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)
Future 114:
Showing below up to 54 results in range #1 to #54.
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