Drilldown: bridge data
From Indian River Lagoon Project
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bridge data > Built 027 
:
1972 or
1983
& 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.
:
1972 or
1983
& 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. Use the filters below to narrow your results.
ObjectID:
County 003:
Place 004:
Direction 005e:
Features 006a:
'BESSEY CREEK ' (1) ·
'Canal ' (1) ·
'CANAL C-24 ' (1) ·
'CITY OF WPB CANAL ' (1) ·
'COLLIER WATERWAY ' (1) ·
'Danforth Creek ' (1) ·
'E-1 Canal ' (1) ·
'E-1-E CANAL ' (1) ·
'ELKCAM WATERWAY ' (1) ·
'Halifax River IWW ' (1) ·
'Lake Ashby Canal ' (1) ·
'LWDD E-1 CANAL ' (1) ·
'LWDD E-3 CANAL ' (1) ·
'Melb Tillman Canal 37 ' (1) ·
'RELIEF CANAL ' (1) ·
'Service Rd & Canal ' (1) ·
'Trib to Groover Creek ' (1) ·
'WPB WATER SUPPLY CANAL ' (1)
Critical 006b:
Facility 007:
'AUSTRALIAN AVE SB ' (1) ·
'Berry Avenue ' (1) ·
'CRESTHAVEN BLVD ' (1) ·
'ENGLAR DRIVE ' (1) ·
'Lake Ashby Road ' (1) ·
'Malabar Rd ' (1) ·
'MURPHY RD ' (1) ·
'PERIWINKLE DRIVE ' (1) ·
'PONCE DE LEON ST ' (1) ·
'ROYAL PALM BCH BLV' (1) ·
'ROYAL PLM BH BL NB' (1) ·
'ROYAL PLM BH BL SB' (1) ·
'SANDALFOOT BLVD ' (1) ·
'SAVONA BLVD. ' (1) ·
'SR-40 ' (1) ·
'SR-401 NB ' (1) ·
'SR-808 (Glades Rd)' (1) ·
'SW THIRD ST ' (1) ·
'Tymber Creek Road ' (1) ·
'VIA DELRAY BLVD ' (1) ·
'VILLAGE BLVD ' (1) ·
'W. CAMINO REAL ' (1)
Number 008:
700117 (1) ·
704004 (1) ·
705953 (1) ·
790132 (1) ·
794082 (1) ·
794146 (1) ·
885601 (1) ·
885603 (1) ·
890112 (1) ·
894054 (1) ·
930401 (1) ·
934278 (1) ·
934326 (1) ·
934402 (1) ·
934403 (1) ·
934406 (1) ·
934427 (1) ·
937350 (1) ·
937351 (1) ·
937352 (1) ·
937355 (1) ·
937361 (1) ·
937363 (1) ·
937712 (1) ·
945256 (1)
Location 009:
'0.1 mi E of Minton Rd ' (1) ·
'0.1 Mile S of CR-714 ' (1) ·
'0.1MI N OF OKEECHOBEE BLV' (1) ·
'0.3MI E OF SR-7 US-441 ' (1) ·
'0.3MI N OF OKEECHOBEE BLV' (1) ·
'0.3MI S OF 45TH STREET ' (1) ·
'0.4MI NW OF HIGH MEADOW ' (1) ·
'0.5MI N of GATLIN BLVD. ' (1) ·
'0.5MI W OF HAVERHILL ROAD' (1) ·
'0.5MI W OF MILITARY TRAIL' (1) ·
'0.8MI N OF SR 80 ' (1) ·
'0.8MI S OF 45TH ST CR702 ' (1) ·
'0.9MI W OF SCHUMANN RD ' (1) ·
'1.3MI N OF SR-80 ' (1) ·
'1.8MI N OF CR 510 ' (1) ·
'2.5 Miles West of CR-509 ' (1) ·
'200ft. East of SR-415 ' (1) ·
'2MI N OF OKEECHOBEE BLV ' (1) ·
'3.0 miles North of SR-40 ' (1) ·
'At SR-7/US-441 ' (1) ·
'AT SR-809 / WCAMINOREA ' (1) ·
'SR-40 over IWW ' (1) ·
'SR-401 NB - Barge Canal ' (1) ·
'SR-808 at SR-7 Boca Raton' (1)
Latitude 016:
26200974 (1) ·
26203879 (1) ·
26204432 (1) ·
26220386 (1) ·
26283319 (1) ·
26381235 (1) ·
26412989 (1) ·
26415540 (1) ·
26423137 (1) ·
26423784 (1) ·
26435320 (1) ·
26435409 (1) ·
26445565 (1) ·
26445867 (1) ·
27093790 (1) ·
27112563 (1) ·
27161021 (1) ·
27453074 (1) ·
27464133 (1) ·
27595640 (1) ·
27595668 (1) ·
28243318 (1) ·
28563087 (1) ·
29171420 (1) ·
29174390 (1)
Longitude 017:
80041713 (1) ·
80052862 (1) ·
80074489 (1) ·
80074527 (1) ·
80075055 (1) ·
80115311 (1) ·
80121006 (1) ·
80121129 (1) ·
80131606 (1) ·
80133989 (1) ·
80134000 (1) ·
80134407 (1) ·
80134651 (1) ·
80134748 (1) ·
80170910 (1) ·
80175123 (1) ·
80231068 (1) ·
80284214 (1) ·
80290638 (1) ·
80375518 (1) ·
80401800 (1) ·
80424614 (1) ·
81030614 (1) ·
81060951 (1) ·
81074819 (1)
Owner 022:
Built 027: (Click arrow to add another value)
Traffic 029:
Service On 042a:
Service Under 042b:
Kind 043a:
Type 043b:
Length 049:
Deck 058:
Superstructure 059:
Substructure 060:
Channel 061: (Click arrow to add another value)
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 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 with "unknown" foundation that has not been evaluated for scour. Until risk can be determined, a plan of action should be developed and implemented to reduce the risk to users from abridge failure during and immediately after a flood event. (1)
Future 114:
Clearance 116:
Showing below up to 25 results in range #1 to #25.
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