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:
Route 005d: (Click arrow to add another value)
Direction 005e:
Features 006a:
'ATLANTIS WATERWAY ' (1) ·
'CANAL ' (1) ·
'Crane Creek ' (1) ·
'CYPRESS CREEK ' (1) ·
'Eau Gallie River ' (1) ·
'EL RIO (E-4) CANAL ' (1) ·
'Halifax River ' (1) ·
'Hillsboro Canal ' (1) ·
'HYPOLUXO ISLAND LAGOON ' (1) ·
'L.W.D.D L-14 CANAL ' (1) ·
'LAKEWOOD E4 CANAL ' (1) ·
'LWDD E-1 CANAL ' (1) ·
'LWDD LAT 8 CANAL ' (1) ·
'PARK LATERAL CANAL ' (1) ·
'RELIEF CANAL ' (1) ·
'Seaboard Coastline RR ' (1) ·
'SR-9 (I-95) ' (1) ·
'WEST PALM BEACH CANAL ' (1)
Critical 006b:
Facility 007:
'109TH STREET ' (1) ·
'ALLAMANDA BLVD. ' (1) ·
'CENTER DR. ' (1) ·
'CENTRE PARK BLVD. ' (1) ·
'CENTRE PK. DR. N. ' (1) ·
'Croton Road ' (1) ·
'DONALD ROSS RD EB ' (1) ·
'DONALD ROSS RD WB ' (1) ·
'Dubber Road ' (1) ·
'EAST OCEAN AVE. ' (1) ·
'French Avenue ' (1) ·
'HOLLY DRIVE ' (1) ·
'HYPOLUXO RD. ' (1) ·
'ISLAND DRIVE ' (1) ·
'KUDZA ROAD ' (1) ·
'LIGHTHOUSE DRIVE ' (1) ·
'LOWSON BOULEVARD ' (1) ·
'Orange Avenue ' (1) ·
'ORANGE TREE DR ' (1) ·
'PALOMINO DRIVE ' (1) ·
'Private Road ' (1) ·
'St Lucie West Blvd' (1)
Number 008:
704176 (1) ·
705601 (1) ·
794006 (1) ·
794120 (1) ·
884064 (1) ·
930812 (1) ·
934128 (1) ·
934129 (1) ·
934312 (1) ·
934328 (1) ·
934344 (1) ·
934347 (1) ·
934350 (1) ·
935001 (1) ·
935506 (1) ·
935507 (1) ·
937001 (1) ·
937002 (1) ·
937003 (1) ·
937715 (1) ·
937716 (1) ·
940133 (1)
Location 009:
'.25 Mi E of AUSTRALIAN ' (1) ·
'0.03 MI W OF ANDREWS AVE ' (1) ·
'0.10 MI S of BURNS ROAD ' (1) ·
'0.1MI N OF CLUBHOUSE BLVD' (1) ·
'0.2 Mi East of Australian' (1) ·
'0.2 MI W of CONGRESS AVE ' (1) ·
'0.2 Mile S of Aurora Road' (1) ·
'0.25 Mi E of US-1 SR-5 ' (1) ·
'0.2MI S of FOREST HILL BV' (1) ·
'0.2MI WEST OF OF A1A ' (1) ·
'0.3M W of ALT A1A(SR-811)' (1) ·
'0.3MI E OF CONGRESS AVE ' (1) ·
'0.3Mi W of Alt-A1A/SR-811' (1) ·
'0.3MI WEST OF CR-507 ' (1) ·
'0.5MI. W OF I-95 ' (1) ·
'0.8MI N OF LAKEWORTH BLVD' (1) ·
'1.0 Mi E of Nob Hill Road' (1) ·
'1.1MI W OF US-1 ' (1) ·
'100 ft West of Ruffner Rd' (1) ·
'2 miles West of US-17 ' (1) ·
'5.5mi. S of SR70 / I-95 ' (1)
Latitude 016:
26210580 (1) ·
26264610 (1) ·
26281369 (1) ·
26342018 (1) ·
26350275 (1) ·
26354425 (1) ·
26360890 (1) ·
26374169 (1) ·
26385460 (1) ·
26413718 (1) ·
26414389 (1) ·
26490539 (1) ·
26492346 (1) ·
26494723 (1) ·
26525635 (1) ·
26525705 (1) ·
27184103 (1) ·
27473810 (1) ·
28042875 (1) ·
28075785 (1) ·
28570842 (1) ·
29123122 (1)
Longitude 017:
80023162 (1) ·
80033398 (1) ·
80041853 (1) ·
80042221 (1) ·
80043826 (1) ·
80043939 (1) ·
80043945 (1) ·
80044906 (1) ·
80051026 (1) ·
80052354 (1) ·
80053044 (1) ·
80054787 (1) ·
80055088 (1) ·
80075828 (1) ·
80121445 (1) ·
80165951 (1) ·
80245322 (1) ·
80365044 (1) ·
80373635 (1) ·
80391820 (1) ·
81010006 (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:
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 being eroded. River control devices and/or embankment have major damage. Trees and brush restrict the channel. (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) ·
N/A (1)
Culvert 062:
N/A (1) ·
Shrinkage cracks, light scaling and insignificant spalling which does not expose reinforcing steel. Insignificant damage caused by drift with no misalignment and not requiring corrective action. Some minor scouring has occured near curtain walls, wingwalls or pipes. Metal culverts have a smooth symmetrical curvature with superficial corrosion and no pitting. (1)
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) ·
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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