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:
'ARCHIES CREEK ' (1) ·
'BOYNTON CANAL ' (1) ·
'CANAL E-4 ' (1) ·
'Canal No. 1 (Rim Canal) ' (1) ·
'E3 CANAL ' (1) ·
'FLORIDA TURNPIKE ' (1) ·
'INTRACOASTAL WATERWAY ' (1) ·
'ITCWD CANAL 3 ' (1) ·
'JONES CREEK ' (1) ·
'KELLER CANAL ' (1) ·
'Lateral Canal 30 ' (1) ·
'RETENTION POND ' (1) ·
'SIMS CREEK ' (1) ·
'WPB Canal (C-51) ' (1)
Critical 006b:
Facility 007:
'BELVEDERE ROAD ' (1) ·
'CENTER DRIVE ' (1) ·
'CENTER STREET ' (1) ·
'CRESTWOOD BLVD. ' (1) ·
'DONALD ROSS RD EB ' (1) ·
'DYER PARK ROAD ' (1) ·
'Forest Hill Blvd. ' (1) ·
'I 95 SR 9 ' (1) ·
'JOG ROAD (NB) ' (1) ·
'LAKE IDA ROAD ' (1) ·
'McClure Road ' (1) ·
'NORTHLAKE BLVD(EB)' (1) ·
'NORTHLAKE BLVD(WB)' (1) ·
'PROSPERITY FARM RD' (1)
Number 008:
930446 (1) ·
930455 (1) ·
934137 (1) ·
934140 (1) ·
934146 (1) ·
934147 (1) ·
934148 (1) ·
934149 (1) ·
934161 (1) ·
934282 (1) ·
934291 (1) ·
934357 (1) ·
934951 (1) ·
934964 (1) ·
934965 (1) ·
936701 (1)
Location 009:
'0.1MI W of HAVERHILL RD. ' (1) ·
'0.3MI E OF CONGRESS ' (1) ·
'0.5 MILE WEST OF JOG RD ' (1) ·
'0.6MI NE OF INDIANTOWN RD' (1) ·
'0.7MI N OF BOYNTON BEACH ' (1) ·
'0.8MI E of INDIANTOWN RD ' (1) ·
'0.8MI WEST OF US-1 ' (1) ·
'0.9 MILE N OF PGA BLVD. ' (1) ·
'1.1 MI E OF JOG ROAD ' (1) ·
'1.2MI S OF OKEECHOBEE BL ' (1) ·
'1.5MI W OF MILITARY TRAIL' (1) ·
'1MI SW OF US-441 ' (1) ·
'2 miles N of Atlantic Ave' (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:
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:
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 not over waterway. (1)
Future 114:
Clearance 116:
Showing below up to 16 results in range #1 to #16.
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