Drilldown: bridge data
From Indian River Lagoon Project
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Use the filters below to narrow your results.
ObjectID:
County 003:
Place 004:
Route 005d:
Direction 005e:
Features 006a:
'CHENEY WAY/CSX RR ' (1) ·
'CYPRESS CREEK ' (1) ·
'Fla. Turnpike & 2 canals' (1) ·
'FLORIDA TURNPIKE ' (1) ·
'L-30 CANAL ' (1) ·
'L-38 CANAL ' (1) ·
'LAKE MANGONIA CANAL ' (1) ·
'LWDD E-3 CANAL ' (1) ·
'LWDD L-30 CANAL ' (1) ·
'LWDD L-38 CANAL ' (1) ·
'LWDD LAT CANAL 17 ' (1) ·
'M-1 CANAL ' (1) ·
'Military Trail & CSX RR ' (1) ·
'Pine Street ' (1) ·
'S Fork St. Lucie River ' (1) ·
'SR-404 ' (1) ·
'SR-91 TPK-DRAINAGE CANAL' (1) ·
'SR-91 TPK/DRAINAGE CANAL' (1)
Critical 006b:
Facility 007:
'CONGRESS AVE (NB) ' (1) ·
'CONGRESS AVE (SB) ' (1) ·
'CONGRESS AVE NB ' (1) ·
'DONALD ROSS RD EB ' (1) ·
'DONALD ROSS RD WB ' (1) ·
'HYPOLUXO ROAD EB ' (1) ·
'HYPOLUXO ROAD WB ' (1) ·
'JOG RD NB ' (1) ·
'JOG ROAD NB ' (1) ·
'JOG ROAD SB ' (1) ·
'MILITARY TRAIL NB ' (1) ·
'MILITARY TRAIL SB ' (1) ·
'NORTHLAKE BLVD(EB)' (1) ·
'NORTHLAKE BLVD(WB)' (1) ·
'OKEECHOBEE RD WB ' (1) ·
'PALM B LAKE BVD EB' (1) ·
'SR-528 EB ' (1) ·
'SW 18TH ST WB ' (1) ·
'SW 18TH ST. EB ' (1) ·
'SW 18TH STREET WB ' (1) ·
'US-1 SB ' (1) ·
'WB Forest Hill Bld' (1) ·
'WB Martin Downs Bd' (1) ·
'WB SR808 Glades Rd' (1)
Number 008:
700075 (1) ·
700151 (1) ·
890143 (1) ·
930245 (1) ·
930514 (1) ·
934128 (1) ·
934129 (1) ·
934148 (1) ·
934149 (1) ·
934155 (1) ·
934156 (1) ·
934222 (1) ·
934332 (1) ·
934345 (1) ·
934346 (1) ·
934901 (1) ·
934916 (1) ·
934925 (1) ·
934926 (1) ·
934936 (1) ·
934938 (1) ·
934939 (1) ·
934952 (1) ·
937706 (1)
Location 009:
'0.2MI W OF ROYAL P.B. BLV' (1) ·
'0.5MI N OF 45TH STREET ' (1) ·
'0.6Mi S OF CR-812 ' (1) ·
'0.6Mi W OF AUSTRALIAN AVE' (1) ·
'0.9MI N OF LAKE IDA ROAD ' (1) ·
'0.9MI W OF POWERLINE RD ' (1) ·
'1.0MI W OF MILITARY TRAIL' (1) ·
'1.1MI W OF US-1 ' (1) ·
'1.5MI W OF MILITARY TRAIL' (1) ·
'1.7 miles east of SR 7 ' (1) ·
'1.9Mi S of WOOLBRIGHT ' (1) ·
'1MI N OF CLINT MOORE RD ' (1) ·
'1MI S OF LINTON BLVD ' (1) ·
'800 ft West of I 95 ' (1) ·
'ADJ W SIDE MILITARY TRAIL' (1) ·
'SR-528 EB over Pine St. ' (1) ·
'SR-714 East of Fla. Tpk. ' (1) ·
'US-1 SB - SR-404 ' (1)
Latitude 016:
26195316 (1) ·
26195370 (1) ·
26195525 (1) ·
26220610 (1) ·
26252703 (1) ·
26252771 (1) ·
26290212 (1) ·
26290213 (1) ·
26290245 (1) ·
26342010 (1) ·
26342072 (1) ·
26344632 (1) ·
26390300 (1) ·
26422263 (1) ·
26432987 (1) ·
26455824 (1) ·
26455826 (1) ·
26483417 (1) ·
26483495 (1) ·
26525635 (1) ·
26525705 (1) ·
27103152 (1) ·
28121703 (1) ·
28244125 (1)
Longitude 017:
80043860 (1) ·
80043939 (1) ·
80043945 (1) ·
80051706 (1) ·
80051771 (1) ·
80052259 (1) ·
80071555 (1) ·
80071862 (1) ·
80072169 (1) ·
80074383 (1) ·
80074641 (1) ·
80074643 (1) ·
80075215 (1) ·
80075217 (1) ·
80084780 (1) ·
80084942 (1) ·
80085013 (1) ·
80101305 (1) ·
80101307 (1) ·
80102700 (1) ·
80135984 (1) ·
80153061 (1) ·
80394266 (1) ·
80493553 (1)
Owner 022:
Built 027:
Traffic 029:
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) ·
N/A (1)
Culvert 062:
Inspect Date 090: (Click arrow to add another value)
Direction 102: (Click arrow to add another value)
Deck Type 107:
Scour 113:
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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