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:
Direction 005e:
Features 006a:
'C-23 CANAL ' (1) ·
'CR-515 & Indian River ' (1) ·
'Cypress Creek ' (1) ·
'East Indian River Relief' (1) ·
'HOWARD CREEK ' (1) ·
'Indian River ' (1) ·
'Indian River Relief ' (1) ·
'Intracoastal Waterway ' (1) ·
'LOXAHATCHEE RIVER ' (1) ·
'SR 708 (Blue Heron Blvd)' (1) ·
'Sykes Creek ' (1) ·
'W.P.B. Canal (C-51) ' (1)
Critical 006b:
Facility 007:
Number 008:
700109 (1) ·
704144 (1) ·
880050 (1) ·
880052 (1) ·
890115 (1) ·
890116 (1) ·
890149 (1) ·
894003 (1) ·
930154 (1) ·
930226 (1) ·
930373 (1) ·
930375 (1) ·
930519 (1) ·
945250 (1)
Location 009:
'.75 miles South of SR-882' (1) ·
'0.5Mi East of US-1 ' (1) ·
'0.6MI W OF US-1 ' (1) ·
'1.1MI NW OF HIGH MEADOW ' (1) ·
'1.2MI East of US-1 ' (1) ·
'1.7 miles North of SR 706' (1) ·
'1.9mi W of N Banana Ri Dr' (1) ·
'2.5 miles North of SR-706' (1) ·
'At Exit 76 ' (1) ·
'East of Ernest Lyons Bri.' (1) ·
'EB SR800 .2mi West of A1A' (1) ·
'SR-528 EB over CR-515 ' (1) ·
'WB SR800.2Mi west of US-1' (1)
Latitude 016:
Longitude 017:
Owner 022:
Built 027:
Traffic 029:
Service On 042a:
Service Under 042b:
Kind 043a:
Type 043b:
Length 049: (Click arrow to add another value)
Deck 058:
Superstructure 059:
Substructure 060:
Channel 061: (Click arrow to add another value)
Culvert 062:
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 14 results in range #1 to #14.
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