Drilldown: bridge data
From Indian River Lagoon Project
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ObjectID:
County 003: (Click arrow to add another value)
Place 004:
Direction 005e:
Features 006a:
Critical 006b:
Facility 007:
'12th Street ' (1) ·
'13th Street SW ' (1) ·
'16TH ST ' (1) ·
'1st St SW ' (1) ·
'26TH STREET ' (1) ·
'27th Street ' (1) ·
'37th Street ' (1) ·
'49th St Lindsey Rd' (1) ·
'4th Street ' (1) ·
'56th Place North ' (1) ·
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'5th Street SW ' (1) ·
'CR-611 (45th ST.) ' (1) ·
'CR-611 43RD AVE. ' (1) ·
'CR-612 8th Street ' (1) ·
'CR-630 (41st St.) ' (1) ·
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Number 008:
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884105 (1)
Location 009:
'1.3 Mi. North of CR-606 ' (1) ·
'130ft. S of Aviation Blvd' (1) ·
'2.1 Miles S of Oslo Rd. ' (1) ·
'20ft. E of 58th Ave/CR613' (1) ·
'250ft North of SR-60 ' (1) ·
'30ft. E of 58th Ave/CR613' (1) ·
'56th Place North ' (1) ·
'5th St. SW at CR-611 ' (1) ·
'At 58th Ave ' (1) ·
'At 74th Ave ' (1) ·
'At CR-613 ' (1) ·
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'At CR-613 (58th Ave.) ' (1) ·
'AT CR-615 - 66TH AVE ' (1) ·
'At CR-615 (66th Ave.) ' (1) ·
'At CR-615 (66th Ave) ' (1) ·
'At CR-615 (66th Avenue) ' (1)
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Longitude 017:
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Owner 022:
Built 027:
Lanes 028a: (Click arrow to add another value)
Traffic 029:
Service On 042a:
Service Under 042b:
Kind 043a:
Type 043b:
Deck 058:
Superstructure 059:
Substructure 060:
Channel 061: (Click arrow to add another value)
Culvert 062:
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:
Rebuilt 106:
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 not over waterway. (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:
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