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:
'BRITT CANAL ' (1) ·
'C-18 Canal ' (1) ·
'C-51 Canal ' (1) ·
'CANAL ' (1) ·
'CANAL E-4 ' (1) ·
'E-3 CANAL ' (1) ·
'Fla. Turnpike & 2 canals' (1) ·
'Intracoastal Waterway ' (1) ·
'LAKE OSBOURNE ' (1) ·
'LATERAL A CANAL ' (1) ·
'LATERAL A CANAL ' (1) ·
'Main Relief Canal ' (1) ·
'PARK LATERAL CANAL ' (1) ·
'Salerno Creek ' (1) ·
'St. Lucie River ' (1) ·
'St.Lucie River ' (1) ·
'Taylor Creek ' (1) ·
'Troup Indiantown Canal ' (1)
Critical 006b:
Facility 007:
'101ST STREET ' (1) ·
'109TH STREET ' (1) ·
'34th Avenue ' (1) ·
'53RD STREET ' (1) ·
'65TH ST. ' (1) ·
'97 TH STREET ' (1) ·
'AUDUBON CSWY ' (1) ·
'BRITT RD ' (1) ·
'CR726(CITRUS BLVD)' (1) ·
'E/B S.R. A1A ' (1) ·
'EB Forest Hill Bld' (1) ·
'EB Lake Worth Rd. ' (1) ·
'EB PGA Blvd. ' (1) ·
'GATEWAY BLVD (WB) ' (1) ·
'Juanita Ave. ' (1) ·
'LANTANA ROAD EB ' (1) ·
'Loxahatchee Rvr Rd' (1) ·
'MISSION HILL ROAD ' (1) ·
'SE Ebbtide Ave. ' (1) ·
'Service Road ' (1) ·
'W/B S.R. 704 ' (1) ·
'W/B S.R. A1A ' (1) ·
'WB Lake Worth Rd. ' (1) ·
'WB PGA Blvd. ' (1)
Number 008:
880049 (1) ·
884003 (1) ·
884036 (1) ·
884063 (1) ·
884064 (1) ·
885813 (1) ·
890158 (1) ·
890160 (1) ·
894000 (1) ·
894053 (1) ·
894055 (1) ·
930106 (1) ·
930328 (1) ·
930329 (1) ·
930349 (1) ·
930506 (1) ·
934179 (1) ·
934342 (1) ·
934349 (1) ·
934517 (1) ·
935305 (1) ·
935307 (1) ·
936451 (1) ·
944017 (1)
Location 009:
'.06mi E OF LANDS END ROAD' (1) ·
'0.1Mi W of US-1 ' (1) ·
'0.25 Mile N of Center St.' (1) ·
'0.3 Miles North of SR 60 ' (1) ·
'0.3MI E OF CONGRESS BLVD ' (1) ·
'0.3MI W OF CR-507 ' (1) ·
'0.3MI WEST OF CR-507 ' (1) ·
'0.4 mi N. of SR-80 ' (1) ·
'0.4MI N of COVE ROAD ' (1) ·
'0.6 MI W OF I-95 ' (1) ·
'1 Mile East of Jog Rd. ' (1) ·
'1.2 Miles East of SR-710 ' (1) ·
'1.7 mi. east of SR-7 ' (1) ·
'1000'W of SR5 & E ofSR811' (1) ·
'100FT E OF SOUTH LAKE DR ' (1) ·
'1Mi W of US-1 ' (1) ·
'1mi. east of Jog Rd. ' (1) ·
'25FT. EAST OF 66TH AVE. ' (1) ·
'3mi East of SR5 on A1A ' (1) ·
'AT 141st ST ' (1) ·
'AT CR-615 (66TH AVE.) ' (1) ·
'Between SRA1A&SR80 Cswys.' (1)
Latitude 016:
26294400 (1) ·
26324847 (1) ·
26335150 (1) ·
26351510 (1) ·
26370804 (1) ·
26370912 (1) ·
26390288 (1) ·
26410978 (1) ·
26422200 (1) ·
26504000 (1) ·
26504098 (1) ·
26563620 (1) ·
27011625 (1) ·
27083630 (1) ·
27115581 (1) ·
27115681 (1) ·
27140482 (1) ·
27282250 (1) ·
27383371 (1) ·
27412374 (1) ·
27424275 (1) ·
27461915 (1) ·
27464527 (1) ·
27473810 (1)
Longitude 017:
80024000 (1) ·
80024030 (1) ·
80035722 (1) ·
80040100 (1) ·
80044085 (1) ·
80044190 (1) ·
80050888 (1) ·
80071860 (1) ·
80074786 (1) ·
80074852 (1) ·
80102658 (1) ·
80102688 (1) ·
80120030 (1) ·
80122748 (1) ·
80122859 (1) ·
80170422 (1) ·
80201872 (1) ·
80251340 (1) ·
80263114 (1) ·
80274465 (1) ·
80274529 (1) ·
80365044 (1) ·
80365155 (1) ·
80365186 (1)
Owner 022:
Built 027:
Traffic 029:
Traffic Year 030: (Click arrow to add another value)
Service On 042a:
Service Under 042b:
Kind 043a:
Type 043b:
Length 049:
Width 052: (Click arrow to add another value)
Deck 058:
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 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) ·
No noticeable or noteworthy deficiencies which affect the condition of the channel. (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 is scour critical; bridge foundations determined to be unstable for assessed or calculated scour conditions: Scour within limits of footing or piles. Scour below spread-footing base or pile tips. (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:
Future Year 115:
Clearance 116:
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