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) ·
'CANAL E-4 ' (1) ·
'Canal No. 1 (Rim Canal) ' (1) ·
'E-3 CANAL ' (1) ·
'E3 CANAL ' (1) ·
'FLORIDA TURNPIKE ' (1) ·
'JONES CREEK ' (1) ·
'KELLER CANAL ' (1) ·
'LWDD E-3 CANAL ' (1) ·
'MANATEE POCKET ' (1) ·
'Misner Branch ' (1) ·
'RETENTION POND ' (1) ·
'ROEBUCK CREEK ' (1) ·
'SIMS CREEK ' (1) ·
'WPB Canal (C-51) ' (1)
Critical 006b:
Facility 007:
'BUCKSKIN TRAIL ' (1) ·
'CENTER DRIVE ' (1) ·
'CENTER STREET ' (1) ·
'DYER PARK ROAD ' (1) ·
'EB Lake Worth Rd. ' (1) ·
'Forest Hill Blvd. ' (1) ·
'HORSESHOE POINT RD' (1) ·
'LAKE IDA ROAD ' (1) ·
'Main Trail ' (1) ·
'McClure Road ' (1) ·
'NORTHLAKE BLVD(EB)' (1) ·
'NORTHLAKE BLVD(WB)' (1) ·
'PALMETTO PK RD ' (1) ·
'PROSPERITY FARM RD' (1)
Number 008:
796000 (1) ·
890101 (1) ·
894051 (1) ·
930329 (1) ·
930446 (1) ·
934137 (1) ·
934140 (1) ·
934146 (1) ·
934147 (1) ·
934148 (1) ·
934149 (1) ·
934357 (1) ·
934902 (1) ·
934964 (1) ·
934965 (1) ·
936701 (1)
Location 009:
'0.1MI W of HAVERHILL RD. ' (1) ·
'0.2 Mi E of ANCHOR AVE. ' (1) ·
'0.3MI E OF CONGRESS ' (1) ·
'0.6MI NE OF INDIANTOWN RD' (1) ·
'0.8 Mile West of Nova Rd ' (1) ·
'0.8MI E of INDIANTOWN RD ' (1) ·
'0.9 MILE N OF PGA BLVD. ' (1) ·
'1 Mile East of Jog Rd. ' (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) ·
'ADJ W SIDE MILITARY TRAIL' (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: (Click arrow to add another value)
Superstructure 059:
Substructure 060:
Channel 061:
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:
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)
Future 114:
Clearance 116:
Showing below up to 16 results in range #1 to #16.
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