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:
'11th Street Canal ' (1) ·
'C-51/WEST PALM BCH CANAL' (1) ·
'CHENEY WAY/CSX RR ' (1) ·
'E-3 CANAL ' (1) ·
'E-4 CANAL ' (1) ·
'FLORIDA TURNPIKE SR-91 ' (1) ·
'FORK OF ST. LUCIE RIVER ' (1) ·
'I-95 ' (1) ·
'L-30 CANAL ' (1) ·
'LATERAL E DRAIN CANAL ' (1) ·
'LWDD CANAL E-1 ' (1) ·
'LWDD E-3 CANAL ' (1) ·
'LWDD L-30 CANAL ' (1) ·
'LWDD LATERAL 14 CANAL ' (1) ·
'NORTH CANAL ' (1) ·
'ROY'S SWALE ' (1) ·
'SR-91 TPK-DRAINAGE CANAL' (1) ·
'SR-91 TPK/DRAINAGE CANAL' (1) ·
'ST. LUCIE RIVER ' (1)
Critical 006b:
Facility 007:
'10TH AVE NORTH ' (1) ·
'27TH STREET ' (1) ·
'BINKS FOREST DRIVE' (1) ·
'CLINT MOORE RD ' (1) ·
'CONGRESS AVE (NB) ' (1) ·
'CONGRESS AVE (SB) ' (1) ·
'HYPOLUXO ROAD WB ' (1) ·
'INDIAN RIV BLVD NB' (1) ·
'INDIAN RIV BLVD SB' (1) ·
'JOG ROAD ' (1) ·
'JOG ROAD NB ' (1) ·
'LINTON BLVD ' (1) ·
'MILITARY TRAIL ' (1) ·
'MILITARY TRAIL NB ' (1) ·
'MILITARY TRAIL SB ' (1) ·
'MINER RD. ' (1) ·
'PRIMA VISTA BLVD. ' (1) ·
'S Williamson Blvd ' (1) ·
'SILVER FOX LANE ' (1) ·
'SW 18TH ST WB ' (1) ·
'SW 18TH ST. EB ' (1) ·
'Williamson Blvd ' (1)
Number 008:
794095 (1) ·
794096 (1) ·
884058 (1) ·
884060 (1) ·
885809 (1) ·
894042 (1) ·
934155 (1) ·
934156 (1) ·
934293 (1) ·
934297 (1) ·
934318 (1) ·
934345 (1) ·
934348 (1) ·
934485 (1) ·
934925 (1) ·
934926 (1) ·
934929 (1) ·
934936 (1) ·
934937 (1) ·
934939 (1) ·
934942 (1) ·
944011 (1) ·
944012 (1)
Location 009:
'0.2 MILE WEST OF US-1 ' (1) ·
'0.3MI E of CONGRESS AVE. ' (1) ·
'0.4MI N OF SR-60 ' (1) ·
'0.4MI. N OF SR-60 ' (1) ·
'0.5MI N OF 45TH STREET ' (1) ·
'0.5Mi S of SR-710 ' (1) ·
'0.5Mi W of MILITARY TRAIL' (1) ·
'0.8 MI W OF US-1 ' (1) ·
'0.9 MI N OF LAKE IDA ROAD' (1) ·
'0.9 MI W OF US-1 ' (1) ·
'0.9MI N OF LAKE IDA ROAD ' (1) ·
'0.9MI S OF SR-802 ' (1) ·
'0.9MI W OF MILITARY TRAIL' (1) ·
'0.9MI W OF POWERLINE RD ' (1) ·
'1.0M S OF OKEECHOBEE BLVD' (1) ·
'1.0MI W OF MILITARY TRAIL' (1) ·
'1.4 miles North of US-92 ' (1) ·
'1.9Mi S OF WOOLBRIGHT ' (1) ·
'AT US-441 (SOUTHERN BLVD)' (1) ·
'AT US-441 SR-7 ' (1) ·
'S. Williamson BI-I-95 ' (1)
Latitude 016:
26195316 (1) ·
26195370 (1) ·
26243117 (1) ·
26262127 (1) ·
26290212 (1) ·
26290244 (1) ·
26290245 (1) ·
26332602 (1) ·
26342072 (1) ·
26361307 (1) ·
26375277 (1) ·
26405713 (1) ·
26420393 (1) ·
26455824 (1) ·
26455826 (1) ·
27023873 (1) ·
27192572 (1) ·
27193001 (1) ·
27384786 (1) ·
27392294 (1) ·
27392357 (1) ·
29072045 (1) ·
29125374 (1)
Longitude 017:
80050618 (1) ·
80051706 (1) ·
80051771 (1) ·
80065069 (1) ·
80072101 (1) ·
80072169 (1) ·
80074621 (1) ·
80074641 (1) ·
80074904 (1) ·
80084942 (1) ·
80085094 (1) ·
80101305 (1) ·
80101307 (1) ·
80121251 (1) ·
80172828 (1) ·
80195964 (1) ·
80200618 (1) ·
80230306 (1) ·
80230357 (1) ·
80240703 (1) ·
80310465 (1) ·
81025225 (1) ·
81052755 (1)
Owner 022: (Click arrow to add another value)
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:
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 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:
N/A (1) ·
Shrinkage cracks, light scaling and insignificant spalling which does not expose reinforcing steel. Insignificant damage caused by drift with no misalignment and not requiring corrective action. Some minor scouring has occured near curtain walls, wingwalls or pipes. Metal culverts have a smooth symmetrical curvature with superficial corrosion and no pitting. (1)
Inspect Date 090:
Direction 102:
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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