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) ·
'ATLANTIS WATERWAY ' (1) ·
'CANAL ' (1) ·
'CANAL C-24 ' (1) ·
'CANAL E-4 ' (1) ·
'Canal No. 1 (Rim Canal) ' (1) ·
'Crane Creek ' (1) ·
'E3 CANAL ' (1) ·
'EL RIO (E-4) CANAL ' (1) ·
'FLORIDA TURNPIKE ' (1) ·
'Hillsboro Canal ' (1) ·
'JONES CREEK ' (1) ·
'KELLER CANAL ' (1) ·
'Lake Ida / Canal E-4 ' (1) ·
'LWDD LAT 8 CANAL ' (1) ·
'RELIEF CANAL ' (1) ·
'RETENTION POND ' (1) ·
'ROEBUCK CREEK ' (1) ·
'Seaboard Coastline RR ' (1) ·
'SIMS CREEK ' (1) ·
'WPB Canal (C-51) ' (1)
Critical 006b:
Facility 007:
'ALLAMANDA BLVD. ' (1) ·
'Boynton Bch Blvd ' (1) ·
'BUCKSKIN TRAIL ' (1) ·
'CENTER DRIVE ' (1) ·
'CENTER STREET ' (1) ·
'Dubber Road ' (1) ·
'DYER PARK ROAD ' (1) ·
'Forest Hill Blvd. ' (1) ·
'French Avenue ' (1) ·
'GLADES CUTOFF ' (1) ·
'HOLLY DRIVE ' (1) ·
'ISLAND DRIVE ' (1) ·
'KUDZA ROAD ' (1) ·
'LAKE IDA ROAD ' (1) ·
'LIGHTHOUSE DRIVE ' (1) ·
'LOWSON BOULEVARD ' (1) ·
'McClure Road ' (1) ·
'NORTHLAKE BLVD(EB)' (1) ·
'NORTHLAKE BLVD(WB)' (1) ·
'ORANGE TREE DR ' (1) ·
'Private Road ' (1) ·
'PROSPERITY FARM RD' (1)
Number 008:
705601 (1) ·
794006 (1) ·
894051 (1) ·
930237 (1) ·
930446 (1) ·
930812 (1) ·
934137 (1) ·
934140 (1) ·
934146 (1) ·
934147 (1) ·
934148 (1) ·
934149 (1) ·
934312 (1) ·
934357 (1) ·
934964 (1) ·
934965 (1) ·
935001 (1) ·
935506 (1) ·
935507 (1) ·
936701 (1) ·
937001 (1) ·
937002 (1) ·
937003 (1) ·
940069 (1)
Location 009:
'0.03 MI W OF ANDREWS AVE ' (1) ·
'0.10 MI S of BURNS ROAD ' (1) ·
'0.1MI N OF CLUBHOUSE BLVD' (1) ·
'0.1MI W of HAVERHILL RD. ' (1) ·
'0.2 MI W of CONGRESS AVE ' (1) ·
'0.2MI S of FOREST HILL BV' (1) ·
'0.3M W of ALT A1A(SR-811)' (1) ·
'0.3MI E OF CONGRESS ' (1) ·
'0.3Mi W of Alt-A1A/SR-811' (1) ·
'0.6MI NE OF INDIANTOWN RD' (1) ·
'0.7 mi. W of I-95 ' (1) ·
'0.8MI E of INDIANTOWN RD ' (1) ·
'0.9 MILE N OF PGA BLVD. ' (1) ·
'1.0 Mi E of Nob Hill Road' (1) ·
'1.1 MI E OF JOG ROAD ' (1) ·
'1.5MI W OF MILITARY TRAIL' (1) ·
'100 ft West of Ruffner Rd' (1) ·
'150ft. W of WILDWOOD DR ' (1) ·
'1MI SW OF US-441 ' (1) ·
'2 miles West of US-17 ' (1) ·
'5.2MI S of CR-712 ' (1) ·
'IN JOHN PRINCE PARK ' (1) ·
'Just west of I-95 ' (1)
Latitude 016:
26210580 (1) ·
26264610 (1) ·
26281369 (1) ·
26281579 (1) ·
26281595 (1) ·
26314090 (1) ·
26354425 (1) ·
26364799 (1) ·
26385460 (1) ·
26391800 (1) ·
26470845 (1) ·
26481006 (1) ·
26483417 (1) ·
26483495 (1) ·
26490539 (1) ·
26492346 (1) ·
26494723 (1) ·
26512989 (1) ·
26562633 (1) ·
26562955 (1) ·
27062187 (1) ·
27191320 (1) ·
28042875 (1) ·
28570842 (1)
Longitude 017:
80033398 (1) ·
80041600 (1) ·
80041852 (1) ·
80043826 (1) ·
80045351 (1) ·
80050391 (1) ·
80051796 (1) ·
80052354 (1) ·
80053044 (1) ·
80054787 (1) ·
80055088 (1) ·
80070561 (1) ·
80071243 (1) ·
80071351 (1) ·
80075060 (1) ·
80075215 (1) ·
80075217 (1) ·
80075828 (1) ·
80161911 (1) ·
80165951 (1) ·
80271215 (1) ·
80373635 (1) ·
80402996 (1) ·
81195603 (1)
Owner 022:
Built 027: (Click arrow to add another value)
Traffic 029:
Service On 042a:
Service Under 042b:
Kind 043a:
Type 043b:
Length 049:
Width 052:
Deck 058: (Click arrow to add another value)
Superstructure 059:
Substructure 060:
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:
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) ·
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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