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:
'C-3 Canal ' (1) ·
'C-51 Canal ' (1) ·
'CORAL GARDENS OUTFALL ' (1) ·
'CYPRESS CREEK ' (1) ·
'E-1 CANAL ' (1) ·
'E3-canal ' (1) ·
'FLORIDA TURNPIKE ' (1) ·
'FLORIDA TURNPIKE SR-91 ' (1) ·
'HILLSBORO L-14 CANAL ' (1) ·
'HYPOLUXO ISLAND LAGOON ' (1) ·
'KELLER CANAL ' (1) ·
'L-5 CANAL ' (1) ·
'LOXAHATCHEE RIV NW FORK ' (1) ·
'LWDD E-1 CANAL ' (1) ·
'LWDD E-3 CANAL ' (1) ·
'LWDD L-14 Cnl ' (1) ·
'LWDD LATERAL 30 CANAL ' (1) ·
'MANATEE CREEK ' (1) ·
'SFWMD C-51 CANAL ' (1) ·
'SHAWANO DRAINAGE DITCH ' (1)
Critical 006b:
Facility 007:
'BELVEDERE ROAD ' (1) ·
'Benoist Farms Rd ' (1) ·
'BROWNS FARM/CR-827' (1) ·
'CENTER DRIVE ' (1) ·
'CONGRESS AVE NB ' (1) ·
'CR-722 (COVE RD) ' (1) ·
'DUDA ROAD ' (1) ·
'EAST OCEAN AVE. ' (1) ·
'Haverhill Rd ' (1) ·
'HURON WAY ' (1) ·
'ISLAND WAY ' (1) ·
'JOG ROAD ' (1) ·
'JOG ROAD (SB) ' (1) ·
'Lake Ida Road ' (1) ·
'LANTANA RD.CR-812 ' (1) ·
'Melaleuca Lane ' (1) ·
'N CENTRAL PARK BLV' (1) ·
'NORFOLK BLVD. ' (1) ·
'PALMWOOD ROAD ' (1) ·
'PALOMINO DRIVE ' (1) ·
'PIPER'S GLEN ROAD ' (1)
Number 008:
890012 (1) ·
894044 (1) ·
894047 (1) ·
894048 (1) ·
934136 (1) ·
934271 (1) ·
934273 (1) ·
934282 (1) ·
934297 (1) ·
934328 (1) ·
934347 (1) ·
934357 (1) ·
934359 (1) ·
934360 (1) ·
934361 (1) ·
934518 (1) ·
934519 (1) ·
934711 (1) ·
934922 (1) ·
934923 (1) ·
934930 (1) ·
934940 (1) ·
934963 (1)
Location 009:
'0.1Mi E of ONTARIO DRIVE ' (1) ·
'0.1MI N of DONALD ROSS RD' (1) ·
'0.1MI. E of KANNER HWY ' (1) ·
'0.2MI WEST OF OF A1A ' (1) ·
'0.4MI S of Melaleuca Ln ' (1) ·
'0.5 MI WEST OF SR-809 ' (1) ·
'0.5 MILE WEST OF JOG RD ' (1) ·
'0.5Mi E of A1A ' (1) ·
'0.5Mi N of PLMBCH CO LINE' (1) ·
'0.6MI N OF PLMTTO PARK RD' (1) ·
'0.6MI S of SOUTHERN BLVD ' (1) ·
'0.8 MI N OF LAKE IDA ROAD' (1) ·
'0.8MI N OF LAKEWORTH BLVD' (1) ·
'1.0M S OF OKEECHOBEE BLVD' (1) ·
'1.1Mi W of Miltiary Trail' (1) ·
'1Mi E of CR809/Military T' (1) ·
'9.5 MI S OF CR-880 ' (1) ·
'ADJ. TO N. SIDE OF SR-880' (1) ·
'ADJACENT TO US-441 ' (1) ·
'AT SOUTHERN BLVD. ' (1) ·
'Benoist Farms Rd at SR-80' (1) ·
'IN JOHN PRINCE PARK ' (1)
Latitude 016:
26212592 (1) ·
26212629 (1) ·
26282306 (1) ·
26290167 (1) ·
26295449 (1) ·
26320076 (1) ·
26350275 (1) ·
26352894 (1) ·
26361478 (1) ·
26362838 (1) ·
26364799 (1) ·
26374169 (1) ·
26401260 (1) ·
26401808 (1) ·
26404140 (1) ·
26404400 (1) ·
26413216 (1) ·
26420393 (1) ·
26530408 (1) ·
26583556 (1) ·
27083585 (1) ·
27085780 (1) ·
27090600 (1)
Longitude 017:
80023162 (1) ·
80043190 (1) ·
80045351 (1) ·
80052317 (1) ·
80062196 (1) ·
80072023 (1) ·
80074938 (1) ·
80075212 (1) ·
80075632 (1) ·
80084271 (1) ·
80084275 (1) ·
80085094 (1) ·
80092158 (1) ·
80102700 (1) ·
80105883 (1) ·
80121064 (1) ·
80121067 (1) ·
80121445 (1) ·
80121942 (1) ·
80142587 (1) ·
80142967 (1) ·
80293882 (1) ·
80381684 (1)
Owner 022: (Click arrow to add another value)
Built 027:
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 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: (Click arrow to add another value)
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:
Future Year 115: (Click arrow to add another value)
Clearance 116:
Showing below up to 23 results in range #1 to #23.
