Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
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ObjectID:
None (1) ·
24350 (1) ·
45775 (1) ·
Cape Canaveral (1) ·
Cocoa (1) ·
Daytona Beach (1) ·
DeLand (1) ·
Holly Hill (1) ·
Melbourne (1) ·
New Smyrna Beach (1) ·
Ormond Beach (1) ·
Palm Bay (1) ·
Palm Beach Gardens (1) ·
Port Orange (1) ·
Rockledge (1) ·
South Daytona (1) ·
Stuart (1) ·
Titusville (1) ·
Viera (1)
'Canal ' (1) ·
'Cattail Outfall ' (1) ·
'Cow Creek ' (1) ·
'Crane Creek ' (1) ·
'Creek ' (1) ·
'Deep Creek ' (1) ·
'DRAINAGE CANAL ' (1) ·
'Drainage Ditch ' (1) ·
'Eau-Gallie River ' (1) ·
'Grant Canal ' (1) ·
'Indian River ' (1) ·
'Indian River Relief ' (1) ·
'Lake Dias Creek ' (1) ·
'Little Haw Creek ' (1) ·
'Little Tomoka River ' (1) ·
'MANATEE CREEK ' (1) ·
'Milner's Canal ' (1) ·
'Misner Creek ' (1) ·
'Murray Creek ' (1) ·
'Navy Canal ' (1) ·
'Nova Canal ' (1) ·
'Outfall ' (1) ·
'Outfall Ditch ' (1) ·
'Rockledge Canal ' (1) ·
'Ross Creek ' (1) ·
'Ryan's Canal ' (1) ·
'Santiago Canal ' (1) ·
'St Lucie River / SR-707 ' (1) ·
'Sweetwater Creek ' (1) ·
'Triple box culvert ' (1) ·
'Tyson Creek ' (1) ·
'Wishbone Canal ' (1) ·
'Young Canal ' (1) ·
Brushy Canal (1) ·
Canal (1) ·
Fiske Canal (1) ·
Palm Canal (1)
'CR-722 (COVE RD) ' (1) ·
'I 95 SR 9 ' (1) ·
'I-95 ' (1) ·
'I-95 NB ' (1) ·
'I-95 SB ' (1) ·
'NB SR-5 (US-1) ' (1) ·
'NB US-1 / SR-5 ' (1) ·
'SB SR-5 (US-1) ' (1) ·
'SR-11 ' (1) ·
'SR-40 ' (1) ·
'SR-400 ' (1) ·
'SR-405 ' (1) ·
'SR-407 ' (1) ·
'SR-421 ' (1) ·
'SR-46 ' (1) ·
'SR-50 ' (1) ·
'SR-518 ' (1) ·
'SR-520 ' (1) ·
'SR-528 ' (1) ·
'SR-5A ' (1) ·
'SR-710 ' (1) ·
'SR-710 Beeline Hwy' (1) ·
'SR-9(I-95) ' (1) ·
'SR-A1A ' (1) ·
'SR91 N/S TPK 167.2' (1) ·
'US-1 ' (1) ·
'US-192 ' (1) ·
'US-92 ' (1) ·
Fiske Blvd Ramps (1) ·
I-95 (1)
Number 008:
Location 009:
Latitude 016:
Longitude 017:
1932 (1) ·
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2000 (1)
Traffic 029:
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) ·
Large spalls, heavy scaling, wide cracks, considerable efflorescence or opened construction joint permitting loss of backfill. Considerable settlement or misalignment. Considerable scouring or erosion at curtain walls, wingwalls or pipes. Metal culverts have significant distortion and deflection throughout, extensive corrosion or deep 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) ·
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 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 foundations determined to be stable for the assessed or calculated scour condition. Scour is determined to be above top of footing by assessment, by calculation or by installation of properly designed countermeasures (1)
Future 114:
Showing below up to 64 results in range #1 to #64.
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