Drilldown: bridge data
From Indian River Lagoon Project
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ObjectID:
County 003:
Place 004:
Route 005d:
Direction 005e:
Features 006a:
'Banana River ' (1) ·
'Banana River Relief East' (1) ·
'Banana River Relief West' (1) ·
'BESSEY CREEK ' (1) ·
'CANAL ' (1) ·
'COLLIER CREEK ' (1) ·
'CR-3 ' (1) ·
'Danforth Creek ' (1) ·
'E-1 Canal ' (1) ·
'F.E.C. Railroad ' (1) ·
'Halifax River IWW ' (1) ·
'Indian River ' (1) ·
'Indian River Relief East' (1) ·
'Indian River West Relief' (1) ·
'Intracoastal Waterway ' (1) ·
'Lake Ashby Canal ' (1) ·
'LIPTOG CANAL ' (1) ·
'LWDD E-4 CANAL ' (1) ·
'Main Canal ' (1) ·
'Reed Canal ' (1) ·
'SR-3 ' (1) ·
'SR-401 ' (1) ·
'SR-404 ' (1) ·
'SR-76 & St. Lucie Canal ' (1) ·
'St. Johns River ' (1) ·
'WPB WATER SUPPLY CANAL ' (1) ·
Canal (1)
Critical 006b:
Facility 007:
'BARBER STREET ' (1) ·
'Berry Avenue ' (1) ·
'EB Spanish Rvr Bvd' (1) ·
'Lake Ashby Road ' (1) ·
'MURPHY RD ' (1) ·
'PINE RIDGE WAY ' (1) ·
'Reed Ca Prk Ent Rd' (1) ·
'Robt J Conla Bl EB' (1) ·
'Robt J Conla Bl WB' (1) ·
'ROYAL PLM BH BL NB' (1) ·
'ROYAL PLM BH BL SB' (1) ·
'SR-40 ' (1) ·
'SR-404 EB ' (1) ·
'SR-404 WB ' (1) ·
'SR-50 EB ' (1) ·
'SR-50 WB ' (1) ·
'SR-528 ' (1) ·
'SR-528 EB ' (1) ·
'SR-528 WB ' (1) ·
'SR-60 Osceola Blvd' (1) ·
'SR-808 (Glades Rd)' (1) ·
'SW 15TH AVE ' (1) ·
'US-1 NB ' (1) ·
'US-1 SB ' (1) ·
'US-441 SR-15 ' (1) ·
'VILLAGE BLVD ' (1) ·
'VILLAGE BLVD (NB) ' (1) ·
'VILLAGE BLVD (SB) ' (1) ·
'WB Spanish River ' (1) ·
'WB SR - 714 ' (1) ·
Fiske Blvd Ramps (1)
Number 008:
Location 009:
'0.1 Mile S of CR-714 ' (1) ·
'0.2MI W OF I-95 ' (1) ·
'0.4MI NW OF HIGH MEADOW ' (1) ·
'0.8MI S OF 45TH ST CR702 ' (1) ·
'1.0MI E OF BANANA RIV DR ' (1) ·
'1.1MI N of CR 512 ' (1) ·
'1.35 mi North of SR-516 ' (1) ·
'2.25Mi. W of US-1 ' (1) ·
'2.5 mi East of TPK Exit ' (1) ·
'200ft. East of SR-415 ' (1) ·
'2MI N OF OKEECHOBEE BLV ' (1) ·
'2Mi S of 45TH ST CR-702 ' (1) ·
'50FT W OF VILLAGE BLVD ' (1) ·
'EB SR800 .2mi West of A1A' (1) ·
'Intrsect w Reed Canal Rd ' (1) ·
'SR-40 over IWW ' (1) ·
'SR-404 EB - Banana River ' (1) ·
'SR-404 EB - Indian River ' (1) ·
'SR-404 EB -Indian Riv Rel' (1) ·
'SR-404 EB over CR-3 ' (1) ·
'SR-404 EB-Banana Riv Rel ' (1) ·
'SR-404 EB-Banana River ' (1) ·
'SR-404 WB - Banana River ' (1) ·
'SR-404 WB - Indian River ' (1) ·
'SR-404 WB over CR-3 ' (1) ·
'SR-404 WB-Banana River ' (1) ·
'SR-404 WB-Indian River ' (1) ·
'SR-50 EB -St Johns River ' (1) ·
'SR-50 WB -St Johns River ' (1) ·
'SR-528 EB - SR-401 ' (1) ·
'SR-528 WB - SR-401 ' (1) ·
'SR-528 WB over SR-3 ' (1) ·
'SR-808 at SR-7 Boca Raton' (1) ·
'US-1 NB - SR-404 ' (1) ·
'US-1 SB - SR-404 ' (1) ·
'US-441 and SR-76 ' (1) ·
'WB SR800.2Mi west of US-1' (1) ·
I-95 SB Fiske Blvd Ramp (1)
Latitude 016:
Longitude 017:
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:
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 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 foundations determined to be stable for the assessed or calculated scour condition. Scour is determined to be above top of footing by assessment, 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) ·
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) ·
Countermeasures have been installed to mitigate an existing problem with scour and to reduce the risk of bridge failure during a flood event. Instructions contained in a plan of action have been implemented to reduce the risk to users from a bridge failure during or immediately after a flood event. (1)
Future 114:
Clearance 116:
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