Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
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Use the filters below to narrow your results.
ObjectID:
County 003:
Place 004:
Route 005d:
Direction 005e:
Features 006a:
'BOLLES CANAL (L-21) ' (1) ·
'CYPRESS CREEK ' (1) ·
'E-2 East Canal ' (1) ·
'E-2 West Canal ' (1) ·
'E-3 Canal ' (1) ·
'Fla. Turnpike & 2 canals' (1) ·
'Halifax River ' (1) ·
'HYPOLUXO ISLAND LAGOON ' (1) ·
'INTRACOASTAL WATERWAY ' (1) ·
'L.W.D.D L-14 CANAL ' (1) ·
'LAKE OSBOURNE ' (1) ·
'LAKEWOOD E4 CANAL ' (1) ·
'LATERAL CANAL #45 ' (1) ·
'Lateral Canal 30 ' (1) ·
'LEVEE NO. 8 ' (1) ·
'Little Haw Swamp ' (1) ·
'LWDD E-1 CANAL ' (1) ·
'SR-514 ' (1) ·
'SR-9 (I-95) ' (1) ·
'WEST PALM BEACH CANAL ' (1)
Critical 006b:
Facility 007:
'CENTER DR. ' (1) ·
'CENTRE PARK BLVD. ' (1) ·
'CENTRE PK. DR. N. ' (1) ·
'DONALD ROSS RD EB ' (1) ·
'DONALD ROSS RD WB ' (1) ·
'EAST OCEAN AVE. ' (1) ·
'EB Forest Hill Bld' (1) ·
'Forest Hill Blvd. ' (1) ·
'HYPOLUXO RD. ' (1) ·
'I 95 SR 9 ' (1) ·
'I-95 ' (1) ·
'LANTANA ROAD EB ' (1) ·
'LANTANA ROAD WB ' (1) ·
'Orange Avenue ' (1) ·
'PALOMINO DRIVE ' (1) ·
'SR-808 Glades Road' (1) ·
'SR-80EB (Southern)' (1) ·
'SR91 N/S TPK 76.17' (1) ·
'St Lucie West Blvd' (1) ·
'Truck Trail #12 ' (1) ·
'US-27 (SR-25) ' (1)
Number 008:
700202 (1) ·
790800 (1) ·
794120 (1) ·
930342 (1) ·
930408 (1) ·
930412 (1) ·
930414 (1) ·
930415 (1) ·
930455 (1) ·
934128 (1) ·
934129 (1) ·
934161 (1) ·
934328 (1) ·
934329 (1) ·
934341 (1) ·
934342 (1) ·
934344 (1) ·
934347 (1) ·
934349 (1) ·
934350 (1) ·
937715 (1) ·
937716 (1) ·
940133 (1)
Location 009:
'.25 Mi E of AUSTRALIAN ' (1) ·
'0.2 Mi East of Australian' (1) ·
'0.25 Mi E of US-1 SR-5 ' (1) ·
'0.2MI WEST OF OF A1A ' (1) ·
'0.3MI E OF CONGRESS AVE ' (1) ·
'0.5MI. W OF I-95 ' (1) ·
'0.6 MI W OF I-95 ' (1) ·
'0.6 MI WEST OF I-95 ' (1) ·
'0.8MI N OF LAKEWORTH BLVD' (1) ·
'0.8MI WEST OF US-1 ' (1) ·
'1.1MI W OF US-1 ' (1) ·
'1.5mi E of Jog Rd. ' (1) ·
'1.7 mi. east of SR-7 ' (1) ·
'2 miles N of Atlantic Ave' (1) ·
'5.5mi. S of SR70 / I-95 ' (1) ·
'Glades Rd. & Turnpike ' (1) ·
'I-95 - SR-514 ' (1) ·
'Lake George Conservation ' (1) ·
'PUMP STA. AT 20 MI. BEND ' (1) ·
'SR-91 OVER LAT CANAL 45 ' (1) ·
'US-27 OVER BOLLES CANAL ' (1)
Latitude 016:
26220391 (1) ·
26220396 (1) ·
26221756 (1) ·
26290100 (1) ·
26342018 (1) ·
26350275 (1) ·
26351510 (1) ·
26351567 (1) ·
26360890 (1) ·
26363478 (1) ·
26374169 (1) ·
26390288 (1) ·
26390702 (1) ·
26410616 (1) ·
26413718 (1) ·
26414389 (1) ·
26525465 (1) ·
26525635 (1) ·
26525705 (1) ·
27184103 (1) ·
27595475 (1) ·
29123122 (1) ·
29153934 (1)
Longitude 017:
80023162 (1) ·
80040991 (1) ·
80041853 (1) ·
80042221 (1) ·
80043939 (1) ·
80043945 (1) ·
80044182 (1) ·
80044190 (1) ·
80044906 (1) ·
80050470 (1) ·
80051026 (1) ·
80074322 (1) ·
80101354 (1) ·
80101504 (1) ·
80101677 (1) ·
80102688 (1) ·
80121445 (1) ·
80215065 (1) ·
80245322 (1) ·
80374985 (1) ·
80424182 (1) ·
81010006 (1) ·
81211913 (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:
Superstructure 059: (Click arrow to add another value)
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:
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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