Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
- News Link (111)
- Organization (18)
- Waterbody (27)
- bridge (13)
- bridge data (1468)
- definition (254)
- fips (487)
- repository (98)
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Use the filters below to narrow your results.
ObjectID:
County 003:
Place 004:
Route 005d:
Direction 005e:
Features 006a:
'C-1 Canal ' (1) ·
'C-18 Canal ' (1) ·
'CANAL ' (1) ·
'CANAL E-4 ' (1) ·
'E-3 CANAL ' (1) ·
'Fla. Turnpike & 2 canals' (1) ·
'I-95 ' (1) ·
'Intracoastal Waterway ' (1) ·
'LAKE OSBOURNE ' (1) ·
'Main Relief Canal ' (1) ·
'Reed Canal ' (1) ·
'Salerno Creek ' (1) ·
'St. Lucie River ' (1) ·
'St.Lucie River ' (1) ·
'Taylor Creek ' (1) ·
'Troup Indiantown Canal ' (1)
Critical 006b:
Facility 007:
'34th Avenue ' (1) ·
'AUDUBON CSWY ' (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) ·
'Palm Bay Parkway ' (1) ·
'Saul Street ' (1) ·
'SE Ebbtide Ave. ' (1) ·
'Viera Blvd EB ' (1) ·
'Viera Blvd WB ' (1) ·
'W/B S.R. 704 ' (1) ·
'W/B S.R. A1A ' (1) ·
'WB Lake Worth Rd. ' (1) ·
'WB PGA Blvd. ' (1)
Number 008:
704097 (1) ·
704098 (1) ·
705924 (1) ·
796518 (1) ·
885813 (1) ·
890158 (1) ·
890160 (1) ·
894053 (1) ·
894055 (1) ·
930106 (1) ·
930328 (1) ·
930329 (1) ·
930349 (1) ·
930506 (1) ·
934179 (1) ·
934342 (1) ·
934349 (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) ·
'0.26 Mi South of Pace Dr.' (1) ·
'0.3 Miles North of SR 60 ' (1) ·
'0.3MI E OF CONGRESS BLVD ' (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) ·
'1mi. east of Jog Rd. ' (1) ·
'3mi East of SR5 on A1A ' (1) ·
'At Reed Canal Road ' (1) ·
'Between SRA1A&SR80 Cswys.' (1) ·
'Viera Blvd EB over I-95 ' (1) ·
'Viera Blvd WB over I-95 ' (1)
Latitude 016:
Longitude 017:
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 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) ·
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 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:
Showing below up to 20 results in range #1 to #20.
