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:
'ARCHIES CREEK ' (1) ·
'BRANCH OF C-44 CANAL ' (1) ·
'CANAL E-4 ' (1) ·
'Canal No. 1 (Rim Canal) ' (1) ·
'DRAINAGE CANAL ' (1) ·
'E3 CANAL ' (1) ·
'FLORIDA TURNPIKE ' (1) ·
'I-95 ' (1) ·
'KELLER CANAL ' (1) ·
'RETENTION POND ' (1) ·
'ROEBUCK CREEK ' (1) ·
'SIMS CREEK ' (1) ·
'Tomoka River ' (1) ·
'WPB Canal (C-51) ' (1)
Critical 006b:
Facility 007:
'BELVEDERE ROAD ' (1) ·
'BUCKSKIN TRAIL ' (1) ·
'CENTER DRIVE ' (1) ·
'CENTER STREET ' (1) ·
'CR-880 ' (1) ·
'CR726(CITRUS BLVD)' (1) ·
'DYER PARK ROAD ' (1) ·
'Fay Blvd. ' (1) ·
'Forest Hill Blvd. ' (1) ·
'LAKE IDA ROAD ' (1) ·
'LPGA Blvd ' (1) ·
'McClure Road ' (1) ·
'NORTHLAKE BLVD(EB)' (1) ·
'NORTHLAKE BLVD(WB)' (1) ·
'PROSPERITY FARM RD' (1)
Number 008:
704161 (1) ·
794038 (1) ·
890015 (1) ·
894051 (1) ·
930446 (1) ·
930910 (1) ·
934137 (1) ·
934140 (1) ·
934146 (1) ·
934148 (1) ·
934149 (1) ·
934282 (1) ·
934357 (1) ·
934964 (1) ·
934965 (1) ·
936701 (1)
Location 009:
'0.1MI W of HAVERHILL RD. ' (1) ·
'0.3MI E OF CONGRESS ' (1) ·
'0.4 Mile West of I-95 ' (1) ·
'0.5 MILE WEST OF JOG RD ' (1) ·
'0.6MI NE OF INDIANTOWN RD' (1) ·
'0.9 MILE N OF PGA BLVD. ' (1) ·
'1.1 MI E OF JOG ROAD ' (1) ·
'1.5MI W OF MILITARY TRAIL' (1) ·
'150ft. W of WILDWOOD DR ' (1) ·
'1MI SW OF US-441 ' (1) ·
'3.6 Mi. E of SR-710 ' (1) ·
'7.7Mi W OF SR-80 ' (1) ·
'Fay Blvd. - I-95 ' (1) ·
'IN JOHN PRINCE PARK ' (1) ·
'Just west of I-95 ' (1)
Latitude 016:
Longitude 017:
Owner 022:
Built 027: (Click arrow to add another value)
Traffic 029:
Service On 042a:
Service Under 042b:
Kind 043a:
Type 043b:
Length 049:
Deck 058:
Superstructure 059:
Substructure 060: (Click arrow to add another value)
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 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:
Inspect Date 090:
Direction 102:
Rebuilt 106:
Deck Type 107:
Scour 113:
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 16 results in range #1 to #16.
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