Drilldown: bridge data
From Indian River Lagoon Project
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Use the filters below to narrow your results.
ObjectID:
County 003:
Place 004: (Click arrow to add another value)
Route 005d:
Direction 005e:
Features 006a:
'11th Street Canal ' (1) ·
'Canal ' (1) ·
'CYPRESS CREEK #2 ' (1) ·
'Daytona Canal ' (1) ·
'DRAINAGE CANAL ' (1) ·
'DRAINAGE DITCH ' (1) ·
'Halifax Canal ' (1) ·
'Halifax River ' (1) ·
'Halifax River IWW ' (1) ·
'Indian River / ICW ' (1) ·
'Indian River East Relief' (1) ·
'INTRACOASTAL WATERWAY ' (1) ·
'IWW Halifax River ' (1) ·
'Murray Creek ' (1) ·
'Navy Canal ' (1) ·
'Nova Canal ' (1) ·
'PHIPP CANAL ' (1) ·
'ROEBUCK CREEK ' (1) ·
'SR 91 TPK ' (1) ·
'Tidal Canal ' (1) ·
'Tomoka River ' (1) ·
'Tomoka River ' (1) ·
'US-92 ' (1) ·
'W. Relief Indian River ' (1) ·
'WARNER CREEK ' (1)
Critical 006b:
Facility 007:
'Ballough Street ' (1) ·
'Bellevue Ave ' (1) ·
'BUCKSKIN TRAIL ' (1) ·
'CR-723 ' (1) ·
'CR708 125.4 ' (1) ·
'CR708 SE BRIDGE RD' (1) ·
'Driveway Ent. Exit' (1) ·
'I-95 ' (1) ·
'I-95 SB ' (1) ·
'Indian Rvrsd Pk Rd' (1) ·
'Jensen Bch. Cswy. ' (1) ·
'Main Street ' (1) ·
'Riverside Dr ' (1) ·
'SE HARBOR ISLAND ' (1) ·
'Shop Ctr Entrance ' (1) ·
'SR 91 TPK 120.25 ' (1) ·
'SR-400 ' (1) ·
'SR-430 EB ' (1) ·
'SR-430 WB ' (1) ·
'SR-5A ' (1) ·
'SR-732 -Jensen Bch' (1) ·
'SR-732 Jensen Bch.' (1) ·
'SR-732 Jenson Blvd' (1) ·
'SR91 N/S TPK 119.1' (1) ·
'SR91 N/S TPK 123.9' (1) ·
'SR91 N/S TPK 124.6' (1) ·
'SR91 N/S TPK 125.2' (1) ·
'SR91 N/S TPK 125.9' (1) ·
'SR91 N/S TPK 126.5' (1) ·
'SR91 N/S TPK 127.3' (1) ·
'SR91 N/S TPK 127.9' (1) ·
'STAR ISLAND WAY ' (1) ·
'US-1 ' (1) ·
'US-92 ' (1) ·
'US-92 EB ' (1) ·
'US-92 WB ' (1) ·
'Williamson Blvd ' (1) ·
'Woodcliff Drive ' (1)
Number 008:
Location 009:
Latitude 016:
Longitude 017:
Owner 022:
Built 027:
Traffic 029:
Service On 042a:
Service Under 042b:
Kind 043a:
Type 043b:
Length 049:
Width 052:
Deck 058:
Superstructure 059:
Substructure 060:
Channel 061:
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)
Culvert 062:
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)
Inspect Date 090:
Direction 102:
Deck Type 107:
Scour 113:
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 not over waterway. (1)
Future 114:
Clearance 116:
Showing below up to 41 results in range #1 to #41.
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