Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
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- definition (254)
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Use the filters below to narrow your results.
ObjectID:
County 003:
Place 004:
Direction 005e:
Features 006a:
'ARCHIES CREEK ' (1) ·
'BOYNTON CANAL ' (1) ·
'C-51 Canal ' (1) ·
'CANAL E-4 ' (1) ·
'E-1 CANAL ' (1) ·
'E3 CANAL ' (1) ·
'ELKCAM CANAL ' (1) ·
'FLORIDA TURNPIKE ' (1) ·
'INTRACOASTAL WATERWAY ' (1) ·
'JONES CREEK ' (1) ·
'KELLER CANAL ' (1) ·
'LWDD E-1 CANAL ' (1) ·
'LWDD E-3 CANAL ' (1) ·
'LWDD LATERAL 14 CANAL ' (1) ·
'MAIN CANAL ' (1) ·
'ROEBUCK CREEK ' (1) ·
'SIMS CREEK ' (1) ·
'TEN MILE CREEK ' (1) ·
'W. Relief Indian River ' (1) ·
'WPB Canal (C-51) ' (1)
Critical 006b:
Facility 007:
'AIROSO BLVD. ' (1) ·
'BELVEDERE ROAD ' (1) ·
'BUCKSKIN TRAIL ' (1) ·
'CENTER DRIVE ' (1) ·
'CENTER STREET ' (1) ·
'COUNTRY CLUB DRIVE' (1) ·
'Forest Hill Blvd. ' (1) ·
'GORDY ROAD ' (1) ·
'Haverhill Rd ' (1) ·
'Jensen Bch. Cswy. ' (1) ·
'JOG ROAD (NB) ' (1) ·
'LAKE IDA ROAD ' (1) ·
'LAKERIDGE BLVD ' (1) ·
'LYONS ROAD ' (1) ·
'NORTHLAKE BLVD(EB)' (1) ·
'NORTHLAKE BLVD(WB)' (1) ·
'PALMETTO PARK RD. ' (1) ·
'PALMETTO PARK ROAD' (1) ·
'PROSPERITY FARM RD' (1) ·
'S. VERDE TRAIL ' (1)
Number 008:
884053 (1) ·
890138 (1) ·
894051 (1) ·
930446 (1) ·
934137 (1) ·
934146 (1) ·
934147 (1) ·
934148 (1) ·
934149 (1) ·
934282 (1) ·
934295 (1) ·
934313 (1) ·
934357 (1) ·
934903 (1) ·
934908 (1) ·
934924 (1) ·
934927 (1) ·
934951 (1) ·
934964 (1) ·
934965 (1) ·
944010 (1) ·
944013 (1)
Location 009:
'0.2MI E OF US-441 (SR-7) ' (1) ·
'0.3MI E OF CONGRESS ' (1) ·
'0.5 MILE WEST OF JOG RD ' (1) ·
'0.6MI NE OF INDIANTOWN RD' (1) ·
'0.7MI N OF BOYNTON BEACH ' (1) ·
'0.8 MILE EAST OF US-1 ' (1) ·
'0.8MI E of INDIANTOWN RD ' (1) ·
'0.8MI N OF LANTANA ROAD ' (1) ·
'0.8MI SOUTH OF SR-70 ' (1) ·
'0.9 MILE N OF PGA BLVD. ' (1) ·
'1.1 MI E OF JOG ROAD ' (1) ·
'1.5MI W OF MILITARY TRAIL' (1) ·
'1.6MI Nof PT ST LUCIE BLD' (1) ·
'150ft. W of WILDWOOD DR ' (1) ·
'50FT. S OF 30TH STREET ' (1) ·
'At S Military Trail ' (1) ·
'IN JOHN PRINCE PARK ' (1) ·
'Just west of I-95 ' (1) ·
'PALMETTO PK RD US-441 SR7' (1) ·
'S of Southrn/Haverhll Int' (1) ·
'W. of Jensen Bch. Cswy. ' (1)
Latitude 016:
26205893 (1) ·
26210242 (1) ·
26212624 (1) ·
26235178 (1) ·
26281579 (1) ·
26281595 (1) ·
26322077 (1) ·
26360809 (1) ·
26364799 (1) ·
26391800 (1) ·
26403896 (1) ·
26413216 (1) ·
26483417 (1) ·
26483495 (1) ·
26512989 (1) ·
26562633 (1) ·
26562955 (1) ·
27062187 (1) ·
27150311 (1) ·
27173773 (1) ·
27241068 (1) ·
27385877 (1)
Longitude 017:
80041600 (1) ·
80041852 (1) ·
80043210 (1) ·
80045351 (1) ·
80051796 (1) ·
80070561 (1) ·
80071243 (1) ·
80071317 (1) ·
80074514 (1) ·
80075060 (1) ·
80075215 (1) ·
80075217 (1) ·
80084971 (1) ·
80092158 (1) ·
80112200 (1) ·
80120027 (1) ·
80121038 (1) ·
80133779 (1) ·
80161911 (1) ·
80205857 (1) ·
80232401 (1) ·
80235669 (1)
Owner 022:
Built 027: (Click arrow to add another value)
Traffic 029:
Service On 042a: (Click arrow to add another value)
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 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 22 results in range #1 to #22.
