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:
'CANAL E-4 ' (1) ·
'CHENEY WAY/CSX RR ' (1) ·
'E-2W Canal ' (1) ·
'E-3 CANAL ' (1) ·
'Fla. Turnpike & 2 canals' (1) ·
'FLORIDA TURNPIKE ' (1) ·
'Intracoastal Waterway ' (1) ·
'LAKE OSBOURNE ' (1) ·
'LWDD E-3 CANAL ' (1) ·
'None ' (1) ·
'Service Rd & Canal ' (1) ·
'Spruce Creek ' (1) ·
'SR 70 ' (1) ·
'SR-421 ' (1) ·
'SR-91 (FL TURNPIKE) ' (1)
Critical 006b:
Facility 007:
'CONGRESS AVE (NB) ' (1) ·
'EB Forest Hill Bld' (1) ·
'EB Lake Worth Rd. ' (1) ·
'EB PGA Blvd. ' (1) ·
'EB SR706 ' (1) ·
'GATEWAY BLVD (EB) ' (1) ·
'GATEWAY BLVD (WB) ' (1) ·
'I-95 NB ' (1) ·
'LANTANA ROAD EB ' (1) ·
'NB I 95 to Gateway' (1) ·
'NORTHLAKE BLVD(EB)' (1) ·
'NORTHLAKE BLVD(WB)' (1) ·
'SR 91 TPK SB 153.2' (1) ·
'SR-401 NB ' (1) ·
'SR91 NB TPK 153.1 ' (1) ·
'ST LUCIE W BLVD EB' (1) ·
'ST LUCIE W BLVD WB' (1) ·
'SW 18th STREET EB ' (1) ·
'W/B Atlantic Ave ' (1) ·
'WB Forest Hill Bld' (1) ·
'WB Lake Worth Rd. ' (1) ·
'WB PGA Blvd. ' (1) ·
'WB SR 706 ' (1)
Number 008:
700117 (1) ·
790227 (1) ·
790229 (1) ·
930106 (1) ·
930328 (1) ·
930329 (1) ·
930349 (1) ·
930435 (1) ·
930440 (1) ·
930453 (1) ·
930454 (1) ·
930514 (1) ·
934148 (1) ·
934149 (1) ·
934156 (1) ·
934342 (1) ·
934349 (1) ·
934900 (1) ·
935307 (1) ·
935308 (1) ·
940134 (1) ·
940135 (1) ·
949901 (1) ·
949902 (1)
Location 009:
'0.1MI W OF BAYSHORE BLVD ' (1) ·
'0.1MI W OF BAYSHORE BLVD.' (1) ·
'0.3MI E OF CONGRESS BLVD ' (1) ·
'0.5MI N OF 45TH STREET ' (1) ·
'0.6 MI W OF I-95 ' (1) ·
'1 Mile East of Jog Rd. ' (1) ·
'1.5MI W OF MILITARY TRAIL' (1) ·
'1.7 mi. east of SR-7 ' (1) ·
'1.7 miles east of SR 7 ' (1) ·
'1000'W of SR5 & E ofSR811' (1) ·
'1mi. east of Jog Rd. ' (1) ·
'2.6 MILES NORTH OF SR-709' (1) ·
'2.6 MILES NORTH OF SR-710' (1) ·
'700 ft S of Gateway Blvd ' (1) ·
'ADJ W SIDE MILITARY TRAIL' (1) ·
'Atlantic Ave./Fl. Tpk. ' (1) ·
'I-95 NB over Spruce Creek' (1) ·
'I-95 NB over SR-421 ' (1) ·
'Indiantown Rd./ICW ' (1) ·
'Indiantown Rd/ ICW ' (1) ·
'SR-401 NB - Barge Canal ' (1)
Latitude 016:
26195472 (1) ·
26271450 (1) ·
26324784 (1) ·
26324847 (1) ·
26325800 (1) ·
26351510 (1) ·
26370804 (1) ·
26370912 (1) ·
26390288 (1) ·
26390300 (1) ·
26455824 (1) ·
26483417 (1) ·
26483495 (1) ·
26504000 (1) ·
26504098 (1) ·
26560245 (1) ·
26560246 (1) ·
27190373 (1) ·
27190428 (1) ·
27244449 (1) ·
27244459 (1) ·
28243318 (1) ·
29052700 (1) ·
29062200 (1)
Longitude 017:
80035722 (1) ·
80040100 (1) ·
80041200 (1) ·
80044190 (1) ·
80050063 (1) ·
80050886 (1) ·
80050888 (1) ·
80051706 (1) ·
80074380 (1) ·
80074786 (1) ·
80074852 (1) ·
80075215 (1) ·
80075217 (1) ·
80102688 (1) ·
80102700 (1) ·
80102980 (1) ·
80222755 (1) ·
80222756 (1) ·
80240662 (1) ·
80240727 (1) ·
80375518 (1) ·
81011300 (1) ·
81014200 (1)
Owner 022:
Built 027:
Lanes 028a: (Click arrow to add another value)
Traffic 029:
Traffic Year 030: (Click arrow to add another value)
Service On 042a:
Service Under 042b:
Kind 043a:
Type 043b:
Length 049:
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) ·
N/A (1)
Culvert 062:
Inspect Date 090:
Direction 102: (Click arrow to add another value)
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)
Future 114:
Clearance 116:
Showing below up to 24 results in range #1 to #24.
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