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)
- timeline (19)
- weblink (123)
Use the filters below to narrow your results.
ObjectID:
None (1) ·
Boynton Beach (1) ·
Cocoa (1) ·
DeBary (1) ·
Delray Beach (1) ·
Highland Beach (1) ·
Malabar (1) ·
Melbourne (1) ·
New Smyrna Beach (1) ·
Ocean Ridge (1) ·
Pahokee (1) ·
Palm Bay (1) ·
Palm Beach Gardens (1) ·
Port Orange (1) ·
Royal Palm Beach village (1) ·
Sebastian (1) ·
South Daytona (1) ·
Vero Beach (1)
'Brando Canal ' (1) ·
'Cambridge Canal ' (1) ·
'CANAL ' (1) ·
'Canal C-47 ' (1) ·
'Canal C-48 ' (1) ·
'CANAL E-4 ' (1) ·
'CANAL N. END LAKE IDA ' (1) ·
'Canal No. 1 (Rim Canal) ' (1) ·
'COLLIER CREEK ' (1) ·
'Crane Creek ' (1) ·
'Eau Gallie River ' (1) ·
'EL RIO (E-4) CANAL ' (1) ·
'EL RIO CANAL ' (1) ·
'ELKCAM WATERWAY ' (1) ·
'FPL Cooling Disch. Canal' (1) ·
'FPL Cooling Intake Canal' (1) ·
'Gabordy's Canal ' (1) ·
'Halifax Canal Lateral ' (1) ·
'Indian River ' (1) ·
'Konomac Canal ' (1) ·
'LAKE IDA CANAL ' (1) ·
'Little Haw Creek ' (1) ·
'Main Relief Canal ' (1) ·
'Melbourne-Tillman Canal ' (1) ·
'Reed Canal ' (1) ·
'RELIEF CANAL ' (1) ·
'Rose Bay Canal ' (1) ·
'SUBDIVISION CANAL ' (1) ·
'Tillman Canal ' (1) ·
'Turkey Creek ' (1) ·
'Yacht Club Cut ' (1)
'34th Avenue ' (1) ·
'Apollo Boulevard ' (1) ·
'Aviation Ave. ' (1) ·
'BARBER STREET ' (1) ·
'Barracuda Blvd. ' (1) ·
'BEL LIDO DRIVE ' (1) ·
'Briar Creek Blvd. ' (1) ·
'Caballero Ave ' (1) ·
'CORAL DRIVE ' (1) ·
'Dubber Road ' (1) ·
'Eldron Blvd ' (1) ·
'Emerson Drive ' (1) ·
'Fifth Street ' (1) ·
'Fort Florida Road ' (1) ·
'Harrison Street ' (1) ·
'HIGHLAND GOLF CRSE' (1) ·
'HOLLY DRIVE ' (1) ·
'Hurley Blvd ' (1) ·
'INLET CAY DR. ' (1) ·
'Jackson Street ' (1) ·
'LA MANCHA AVE. ' (1) ·
'LIGHTHOUSE DRIVE ' (1) ·
'LOWSON BOULEVARD ' (1) ·
'Magnolia St. ' (1) ·
'Main Street ' (1) ·
'McClure Road ' (1) ·
'MISSION HILL ROAD ' (1) ·
'Oak Lea Drive ' (1) ·
'Old Daytona Rd ' (1) ·
'PERIWINKLE DRIVE ' (1) ·
'Riverside Drive ' (1) ·
'ROYAL PALM BCH BLV' (1) ·
'ROYAL PLM BH BL NB' (1) ·
'ROYAL PLM BH BL SB' (1) ·
'S. LAKE DRIVE ' (1) ·
'SABLE ISLAND DRIVE' (1) ·
'SW 22ND WAY ' (1) ·
'Trailwood Drive ' (1) ·
'VENICE DRIVE ' (1)
Number 008:
Location 009:
Latitude 016:
Longitude 017:
1000 (1) ·
1008 (1) ·
101 (1) ·
1091 (1) ·
1139 (1) ·
1140 (1) ·
1394 (1) ·
143 (1) ·
153 (1) ·
1810 (1) ·
200 (1) ·
2165 (1) ·
250 (1) ·
25500 (1) ·
3100 (1) ·
3245 (1) ·
325 (1) ·
3500 (1) ·
3600 (1) ·
364 (1) ·
3820 (1) ·
40 (1) ·
4000 (1) ·
416 (1) ·
500 (1) ·
5458 (1) ·
600 (1) ·
605 (1) ·
6062 (1) ·
6124 (1) ·
6298 (1) ·
640 (1) ·
6493 (1) ·
716 (1) ·
7200 (1) ·
7600 (1) ·
7896 (1) ·
9188 (1) ·
936 (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) ·
No noticeable or noteworthy deficiencies which affect the condition of the channel. (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) ·
N/A (1) ·
Shrinkage cracks, light scaling and insignificant spalling which does not expose reinforcing steel. Insignificant damage caused by drift with no misalignment and not requiring corrective action. Some minor scouring has occured near curtain walls, wingwalls or pipes. Metal culverts have a smooth symmetrical curvature with superficial corrosion and no pitting. (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 with "unknown" foundation that has not been evaluated for scour. Until risk can be determined, a plan of action should be developed and implemented to reduce the risk to users from abridge failure during and immediately after a flood event. (1)
1000 (1) ·
1050 (1) ·
10625 (1) ·
1124 (1) ·
1165 (1) ·
1200 (1) ·
121 (1) ·
12492 (1) ·
13186 (1) ·
1320 (1) ·
1378 (1) ·
1379 (1) ·
15941 (1) ·
1612 (1) ·
165 (1) ·
2091 (1) ·
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265 (1) ·
27500 (1) ·
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607 (1) ·
6073 (1) ·
6604 (1) ·
694 (1) ·
7032 (1) ·
720 (1) ·
7279 (1) ·
731 (1) ·
7857 (1) ·
828 (1) ·
9128 (1)
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