Drilldown: bridge data
From Indian River Lagoon Project
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ObjectID:
None (1) ·
35550 (1) ·
54175 (1) ·
58725 (1) ·
Boynton Beach (1) ·
Daytona Beach (1) ·
DeBary (1) ·
Fort Pierce (1) ·
Holly Hill (1) ·
Melbourne (1) ·
New Smyrna Beach (1) ·
Ormond Beach (1) ·
Palm Bay (1) ·
Palm Beach Gardens (1) ·
Palm Shores (1) ·
Port Orange (1) ·
Port St. John (1) ·
Riviera Beach (1) ·
South Daytona (1) ·
Stuart (1) ·
Valkaria (1) ·
Vero Beach (1) ·
West Palm Beach (1)
'B-19 Canal ' (1) ·
'Bessey Creek ' (1) ·
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'E-2-W canal ' (1) ·
'Eau Gallie River ' (1) ·
'Eau-Gallie River ' (1) ·
'ELKCAM CANAL ' (1) ·
'Five Mile Creek ' (1) ·
'FPL Cooling Disch. Canal' (1) ·
'FPL Cooling Intake Canal' (1) ·
'Goat Creek ' (1) ·
'Golf Cart Underpass ' (1) ·
'Halifax Canal ' (1) ·
'Horse Creek ' (1) ·
'HOWARD CREEK ' (1) ·
'Lake Osborne ' (1) ·
'LATERAL CANAL A ' (1) ·
'Little Tomoka River ' (1) ·
'MANATEE CREEK ' (1) ·
'Misner Creek ' (1) ·
'MONTERREY WATERWAY ' (1) ·
'Moore's Creek ' (1) ·
'Moores Creek ' (1) ·
'Nova Canal ' (1) ·
'Nova Road Canal ' (1) ·
'POPPOLTON CREEK ' (1) ·
'Range Line Canal ' (1) ·
'Reed Canal ' (1) ·
'St Lucie River / SR-707 ' (1) ·
'Sweetwater Creek ' (1) ·
'Warner Creek ' (1) ·
'WPB WATER SUPPLY CANAL ' (1) ·
Zoo Trail (1)
Facility 007:
Number 008:
Location 009:
Latitude 016:
Longitude 017:
1925 (1) ·
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2015 (1) ·
2016 (1)
Traffic 029:
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) ·
No deficiencies (1) ·
No noticeable or noteworthy deficiencies which affect the condition of the culvert. Insignificant scrape marks caused by drift. (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 not over waterway. (1)
Future 114:
Showing below up to 58 results in range #1 to #58.
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