Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
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Use the filters below to narrow your results.
ObjectID:
County 003:
Place 004:
Route 005d:
Direction 005e:
Features 006a:
'BELCHER CANAL C-25 ' (1) ·
'Blue Lake Equalizer ' (1) ·
'Canal 15 ' (1) ·
'CANAL-1 ' (1) ·
'Gabordy's Canal ' (1) ·
'Halifax Canal Lateral ' (1) ·
'LATERAL CANAL C ' (1) ·
'LOXAHATCHEE RIVER ' (1) ·
'MANATEE CREEK ' (1) ·
'OUTFALL SLOUGH ' (1) ·
'RELIEF CANAL ' (1) ·
'Spruce Creek ' (1) ·
'Sweetwater Branch ' (1) ·
'TAYLOR CREEK ' (1) ·
'TRIBUTARY OF MANATEE CRK' (1)
Critical 006b:
Facility 007:
'4TH STREET ' (1) ·
'CR-619 82ND AVE. ' (1) ·
'CR-722 (COVE RD) ' (1) ·
'CR-A1A (DIXIE HWY)' (1) ·
'CR603(JOHNSTON RD)' (1) ·
'CR605 OLD DIXIE HW' (1) ·
'E. Minnesota Ave. ' (1) ·
'Jackson Street ' (1) ·
'John Rodes Blvd. ' (1) ·
'Riverside Drive ' (1) ·
'SE ISLAND WAY ROAD' (1) ·
'SR91 SB TPK 189.1 ' (1) ·
'TAYLOR DAIRY ROAD ' (1) ·
'Taylor Rd ' (1) ·
'Taylor Road ' (1)
Number 008:
704188 (1) ·
794009 (1) ·
794010 (1) ·
794014 (1) ·
795713 (1) ·
796412 (1) ·
880018 (1) ·
880019 (1) ·
880060 (1) ·
884022 (1) ·
890012 (1) ·
890044 (1) ·
894019 (1) ·
940029 (1) ·
940041 (1) ·
940043 (1) ·
940071 (1)
Location 009:
'0.2 mi E of CR-415 ' (1) ·
'0.2 mi East of SR-421 ' (1) ·
'0.2MI E of LOXAHATCHEE RD' (1) ·
'0.2Mi S of COVE RD ' (1) ·
'0.3 MILES NORTH OF US-1 ' (1) ·
'0.5Mi E of A1A ' (1) ·
'0.5Mi West of Kepler Rd. ' (1) ·
'0.6MI N OF ANGLE ROAD ' (1) ·
'0.7 MILE NORTH OF SR-60 ' (1) ·
'1.35Mi N of US-192 ' (1) ·
'1.4 MI S OF OSCEOLA CNTY ' (1) ·
'100FT N OF ANGLE ROAD ' (1) ·
'1MI NORTH OF SR-60 ' (1) ·
'200ft. S of 10th Street ' (1) ·
'ADJ TO CR-607A ANGLE RD ' (1) ·
'AT 74TH AVE. ' (1) ·
'Canal View Blvd Intrsectn' (1)
Latitude 016:
Longitude 017:
Owner 022:
Built 027: (Click arrow to add another value)
Lanes 028a:
Traffic 029:
Service On 042a: (Click arrow to add another value)
Service Under 042b:
Kind 043a:
Type 043b:
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)
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)
Direction 102:
Deck Type 107:
Scour 113:
Bridge foundations determined to be stable for assessed or calculated scour conditions; field review indicates action is required to protect exposed foundations (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:
Clearance 116:
Showing below up to 17 results in range #1 to #17.
