Drilldown: bridge data
From Indian River Lagoon Project
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ObjectID:
12155 (1) ·
12162 (1) ·
12184 (1) ·
12208 (1) ·
13658 (1) ·
13723 (1) ·
13776 (1) ·
13777 (1) ·
13784 (1) ·
13800 (1) ·
13816 (1) ·
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19234 (1) ·
19366 (1)
County 003:
Place 004:
Route 005d:
Features 006a:
'BESSEY CREEK ' (1) ·
'C-15 Canal ' (1) ·
'CANAL ' (1) ·
'Canal to Bulow Creek ' (1) ·
'CITY OF WPB CANAL ' (1) ·
'COLLIER WATERWAY ' (1) ·
'Danforth Creek ' (1) ·
'Deep Creek ' (1) ·
'E-1 Canal ' (1) ·
'E-1-E CANAL ' (1) ·
'ELKCAM WATERWAY ' (1) ·
'Groover Creek ' (1) ·
'Halifax River IWW ' (1) ·
'I 95 SR 9 ' (1) ·
'I-95 (SR-9) ' (1) ·
'Lake Ashby Canal ' (1) ·
'LWDD E-1 CANAL ' (1) ·
'LWDD E-3 CANAL ' (1) ·
'Palmetto Park Road ' (1) ·
'Reed Canal ' (1) ·
'RELIEF CANAL ' (1) ·
'Service Rd & Canal ' (1) ·
'SR-513 ' (1) ·
'Trib to Groover Creek ' (1) ·
'W Camino Real ' (1) ·
'W. Camino Real ' (1)
Critical 006b:
Facility 007:
'AUSTRALIAN AVE SB ' (1) ·
'Berry Avenue ' (1) ·
'CRESTHAVEN BLVD ' (1) ·
'ENGLAR DRIVE ' (1) ·
'I 95 NB ' (1) ·
'I 95 SB ' (1) ·
'Lake Ashby Road ' (1) ·
'MURPHY RD ' (1) ·
'Old Kings Rd ' (1) ·
'PERIWINKLE DRIVE ' (1) ·
'PONCE DE LEON ST ' (1) ·
'Reed Ca Prk Ent Rd' (1) ·
'ROYAL PALM BCH BLV' (1) ·
'ROYAL PLM BH BL NB' (1) ·
'ROYAL PLM BH BL SB' (1) ·
'SANDALFOOT BLVD ' (1) ·
'SB I 95 SR 9 ' (1) ·
'SR-40 ' (1) ·
'SR-401 NB ' (1) ·
'SR-404 EB ' (1) ·
'SR-404 WB ' (1) ·
'SR-407 ' (1) ·
'SR-808 (Glades Rd)' (1) ·
'SW 18th Street ' (1) ·
'SW THIRD ST ' (1) ·
'Tymber Creek Road ' (1) ·
'US-17 ' (1) ·
'W. CAMINO REAL ' (1)
Number 008:
700083 (1) ·
700091 (1) ·
700117 (1) ·
700149 (1) ·
790002 (1) ·
790132 (1) ·
794072 (1) ·
794074 (1) ·
794082 (1) ·
794146 (1) ·
796500 (1) ·
885601 (1) ·
885603 (1) ·
890112 (1) ·
894054 (1) ·
930184 (1) ·
930187 (1) ·
930188 (1) ·
930197 (1) ·
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930199 (1) ·
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934278 (1) ·
934326 (1) ·
934402 (1) ·
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934406 (1) ·
937350 (1) ·
937351 (1) ·
937352 (1) ·
937355 (1) ·
937361 (1) ·
937363 (1)
Location 009:
'0.1 Mile S of CR-714 ' (1) ·
'0.1MI N OF OKEECHOBEE BLV' (1) ·
'0.25 mi. N of County Line' (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 W OF HAVERHILL ROAD' (1) ·
'0.7 Mi N of Old Dixie Hwy' (1) ·
'0.8MI N OF SR 80 ' (1) ·
'0.9MI W OF SCHUMANN RD ' (1) ·
'1 mile S of Linton Blvd ' (1) ·
'1.1 mi. N of Broward line' (1) ·
'1.1mil N. of Broward line' (1) ·
'1.3MI N OF SR-80 ' (1) ·
'1.6 miles North of SR-40 ' (1) ·
'1.8MI N OF CR 510 ' (1) ·
'200ft. East of SR-415 ' (1) ·
'2MI N OF OKEECHOBEE BLV ' (1) ·
'3.0 miles North of SR-40 ' (1) ·
'4.2MI NORTH OF SR-528 ' (1) ·
'At SR-7/US-441 ' (1) ·
'AT SR-809 / WCAMINOREA ' (1) ·
'Boca Raton ' (1) ·
'Intrsect w Reed Canal Rd ' (1) ·
'SR-40 over IWW ' (1) ·
'SR-401 NB - Barge Canal ' (1) ·
'SR-404 EB over SR-513 ' (1) ·
'SR-404 WB - SR-513 ' (1) ·
'SR-808 at SR-7 Boca Raton' (1) ·
'US-17 over Deep Creek ' (1)
Latitude 016:
26195500 (1) ·
26200974 (1) ·
26203879 (1) ·
26203900 (1) ·
26204432 (1) ·
26210275 (1) ·
26220386 (1) ·
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26381235 (1) ·
26412989 (1) ·
26415540 (1) ·
26423137 (1) ·
26423784 (1) ·
26435320 (1) ·
26435409 (1) ·
26445565 (1) ·
27093790 (1) ·
27112563 (1) ·
27453074 (1) ·
27464133 (1) ·
28124563 (1) ·
28124610 (1) ·
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29092052 (1) ·
29094796 (1) ·
29163799 (1) ·
29171420 (1) ·
29174390 (1) ·
29245056 (1)
Longitude 017:
80041713 (1) ·
80052490 (1) ·
80070200 (1) ·
80070410 (1) ·
80070450 (1) ·
80070500 (1) ·
80070535 (1) ·
80074489 (1) ·
80074527 (1) ·
80115311 (1) ·
80121006 (1) ·
80121129 (1) ·
80131606 (1) ·
80133989 (1) ·
80134000 (1) ·
80134407 (1) ·
80134651 (1) ·
80134748 (1) ·
80170910 (1) ·
80175123 (1) ·
80284214 (1) ·
80290638 (1) ·
80362348 (1) ·
80362349 (1) ·
80375518 (1) ·
80501889 (1) ·
81005885 (1) ·
81030614 (1) ·
81060951 (1) ·
81074630 (1) ·
81074819 (1) ·
81085329 (1) ·
81232561 (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:
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 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:
Deterioration or initial disintegration, minor chloride contamination, cracking with some leaching, or spalls on concrete or masonry walls and slabs. Local minor scouring at curtain walls, wingwalls or pipes. Metal culverts have a smooth curvature, non-symmetrical shape, significant corrosion or moderate pitting. (1) ·
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:
Rebuilt 106:
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 not over waterway. (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:
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