Drilldown: bridge data
From Indian River Lagoon Project
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ObjectID:
None (1) ·
30975 (1) ·
45775 (1) ·
54175 (1) ·
58725 (1) ·
Boynton Beach (1) ·
Daytona Beach (1) ·
Delray Beach (1) ·
Fort Pierce (1) ·
Holly Hill (1) ·
Melbourne (1) ·
Merritt Island (1) ·
Ormond Beach (1) ·
Palm Bay (1) ·
Palm Beach Gardens (1) ·
Palm Springs village (1) ·
Port Orange (1) ·
Rockledge (1) ·
Sewall's Point (1) ·
Valkaria (1)
'A DRAINAGE CANAL ' (1) ·
'BARBARA BASIN ' (1) ·
'Blue Lake Equalizer ' (1) ·
'C-59 Canal ' (1) ·
'Canal ' (1) ·
'Creek ' (1) ·
'DANFORTH CREEK ' (1) ·
'Deep Creek ' (1) ·
'DRAINAGE CANAL ' (1) ·
'DRAINAGE DITCH ' (1) ·
'E-2-W canal ' (1) ·
'Eau Gallie River ' (1) ·
'ELKCAM CANAL ' (1) ·
'Five Mile Creek ' (1) ·
'Goat Creek ' (1) ·
'Halifax Canal Lateral ' (1) ·
'HUNGERFORD CANAL ' (1) ·
'Lateral J Canal ' (1) ·
'Loxahatchee Slough ' (1) ·
'MANATEE CREEK ' (1) ·
'Milner's Canal ' (1) ·
'Misner Creek ' (1) ·
'Moore's Creek ' (1) ·
'Moores Creek ' (1) ·
'Nova Canal ' (1) ·
'Outfall ' (1) ·
'RELIEF CANAL ' (1) ·
'Rockledge Creek ' (1) ·
'SUBDIVISION CANAL ' (1) ·
'Sweetwater Branch ' (1) ·
'TIDAL CANAL ' (1) ·
'Turkey Creek ' (1) ·
'WARNER CREEK ' (1)
Facility 007:
Number 008:
Location 009:
Latitude 016:
Longitude 017:
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) ·
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) ·
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 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)
Future 114:
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