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:
Direction 005e:
Features 006a:
'BOLLES CANAL (L-21) ' (1) ·
'C-18 Canal ' (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) ·
'L.W.D.D L-14 CANAL ' (1) ·
'LAKE OSBOURNE ' (1) ·
'LAKEWOOD E4 CANAL ' (1) ·
'LATERAL CANAL #45 ' (1) ·
'LEVEE NO. 8 ' (1) ·
'Loxahatchee River ' (1) ·
'LWDD E-1 CANAL ' (1) ·
'Miami Canal L-25 ' (1) ·
'SR 808 GLADES RD ' (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) ·
'Island Way ' (1) ·
'LANTANA ROAD EB ' (1) ·
'LANTANA ROAD WB ' (1) ·
'Orange Avenue ' (1) ·
'PALOMINO DRIVE ' (1) ·
'Riverbend Park Rd ' (1) ·
'SR-808 Glades Road' (1) ·
'SR-80EB (Southern)' (1) ·
'SR91 N/S TPK 75.92' (1) ·
'SR91 N/S TPK 76.17' (1) ·
'US-27 (SR-25) ' (1) ·
'US-27/SR-80 NB ' (1) ·
'US-27/SR-80 SB ' (1)
Number 008:
794120 (1) ·
930342 (1) ·
930408 (1) ·
930412 (1) ·
930414 (1) ·
930415 (1) ·
930416 (1) ·
930537 (1) ·
930538 (1) ·
934128 (1) ·
934129 (1) ·
934176 (1) ·
934177 (1) ·
934328 (1) ·
934329 (1) ·
934341 (1) ·
934342 (1) ·
934344 (1) ·
934347 (1) ·
934349 (1) ·
934350 (1) ·
937715 (1) ·
937716 (1)
Location 009:
'.25 Mi E of AUSTRALIAN ' (1) ·
'0.14MI N of Indiantown Rd' (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) ·
'0.3 Mi S of Indiantown Rd' (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) ·
'1.1MI W OF US-1 ' (1) ·
'1.5mi E of Jog Rd. ' (1) ·
'1.7 mi. east of SR-7 ' (1) ·
'At John Stretch Park ' (1) ·
'Glades Rd. & Turnpike ' (1) ·
'PUMP STA. AT 20 MI. BEND ' (1) ·
'SR-91 FL TPK OVER SR-808 ' (1) ·
'SR-91 OVER LAT CANAL 45 ' (1) ·
'US-27 OVER BOLLES CANAL ' (1)
Latitude 016:
26220391 (1) ·
26220396 (1) ·
26220464 (1) ·
26221756 (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) ·
26414539 (1) ·
26414600 (1) ·
26525635 (1) ·
26525705 (1) ·
26555800 (1) ·
26561000 (1) ·
29123122 (1)
Longitude 017:
80023162 (1) ·
80041853 (1) ·
80042221 (1) ·
80043939 (1) ·
80043945 (1) ·
80044182 (1) ·
80044190 (1) ·
80044906 (1) ·
80051026 (1) ·
80074322 (1) ·
80082400 (1) ·
80101354 (1) ·
80101495 (1) ·
80101504 (1) ·
80101677 (1) ·
80102688 (1) ·
80104200 (1) ·
80121445 (1) ·
80215065 (1) ·
80424182 (1) ·
80482471 (1) ·
80482472 (1) ·
81010006 (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:
Substructure 060: (Click arrow to add another value)
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) ·
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:
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