Drilldown: bridge data
From Indian River Lagoon Project
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ObjectID:
County 003:
Place 004: (Click arrow to add another value)
Features 006a:
'Banana River ' (1) ·
'Banana River Drive ' (1) ·
'Banana River Relief ' (1) ·
'Banana River Relief West' (1) ·
'Barge Canal ' (1) ·
'Canal ' (1) ·
'Canal - D ' (1) ·
'CPB20 CANAL ' (1) ·
'Indian River ' (1) ·
'ITCWD CANAL #1 ' (1) ·
'ITCWD CANAL #2 ' (1) ·
'ITCWD CANAL 3 ' (1) ·
'LWDD E-1 CANAL ' (1) ·
'M-1 CANAL ' (1) ·
'M-2 CANAL ' (1) ·
'Nav. Banana River Canal ' (1) ·
'RELIEF CANAL ' (1) ·
'S. R. 7 & Return Ramps ' (1) ·
'SR-3 ' (1) ·
'Sykes Creek ' (1) ·
'West Palm Beach Canal ' (1)
Critical 006b:
Facility 007:
'BOBWHITE ROAD ' (1) ·
'CRESTWOOD BLVD ' (1) ·
'CRESTWOOD BLVD. ' (1) ·
'CRESTWOOD BLVD. N ' (1) ·
'Girard Blvd. ' (1) ·
'GOLDFINCH LANE ' (1) ·
'GRANDVIEW WAY ' (1) ·
'LA MANCHA AVE. ' (1) ·
'MADRID STREET ' (1) ·
'NB US-441 (SR-7) ' (1) ·
'OKEECHOBEE BLVD. ' (1) ·
'OKEECHOBEE RD WB ' (1) ·
'OKEECHOBEE RD. EB ' (1) ·
'Patti Drive ' (1) ·
'PIONEER ROAD ' (1) ·
'PONCE DE LEON ST ' (1) ·
'RAVEN COURT ' (1) ·
'Richland Ave ' (1) ·
'ROYAL PALM BCH BLV' (1) ·
'ROYAL PLM BH BL NB' (1) ·
'ROYAL PLM BH BL SB' (1) ·
'SB US-441 (SR-7) ' (1) ·
'SPARROW DRIVE ' (1) ·
'SR 80/Southern Bld' (1) ·
'SR-3 ' (1) ·
'SR-404 EB ' (1) ·
'SR-520 ' (1) ·
'SR-528 ' (1) ·
'SR-528 EB ' (1) ·
'SR-528 WB ' (1) ·
'Sykes Creek Pkwy ' (1) ·
'US-98 (SR-80) ' (1)
Number 008:
Location 009:
'.8 Mile North of SR-520 ' (1) ·
'0.03MI W OF DOVE CIRCLE ' (1) ·
'0.1 mi W of Banana Rvr Dr' (1) ·
'0.1MI N OF BELVEDERE ROAD' (1) ·
'0.1MI N of BILBAO ST. ' (1) ·
'0.1MI N OF OKEECHOBEE BLV' (1) ·
'0.1MI N OF SANDPIPER AVE.' (1) ·
'0.1MI S OF OKEECHOBEE BL ' (1) ·
'0.1MI W OF SEM PRATT WHIT' (1) ·
'0.2Mi W OF ROYAL P.B. BLV' (1) ·
'0.3M N OF OKEECHOBEE BLV ' (1) ·
'0.3MI N OF OKEECHOBEE BLV' (1) ·
'0.3MI W OF ROYAL PALM BL ' (1) ·
'0.3MI W OF RYL PALM BH BL' (1) ·
'0.4 mile East of SR-3 ' (1) ·
'0.6MI S OF OKEECHOBEE BLV' (1) ·
'0.8MI N OF SR 80 ' (1) ·
'1.2MI S OF OKEECHOBEE BL ' (1) ·
'1.3MI N OF SR-80 ' (1) ·
'15ft. N of Pine Island Dr' (1) ·
'175FT S of LAS PALMAS ST ' (1) ·
'180FT E OF SANDPIPER AVE ' (1) ·
'180ft W of LAS PALMAS ST.' (1) ·
'2 miles west of Turnpike ' (1) ·
'2.55 Miles East of SR-3 ' (1) ·
'2.85 Miles East of SR-3 ' (1) ·
'2MI N OF OKEECHOBEE BLV ' (1) ·
'4 miles west of SR 7 ' (1) ·
'82FT EAST OF SR-7 ' (1) ·
'SR-3 NB over Barge Canal ' (1) ·
'SR-3 SB over Barge Canal ' (1) ·
'SR-404 EB-Banana Riv Rel ' (1) ·
'SR-520 - Banana River ' (1) ·
'SR-520 - Sykes Creek ' (1) ·
'SR-528 EB - Indian River ' (1) ·
'SR-528 EB over SR-3 ' (1) ·
'SR-528 WB - Indian River ' (1) ·
'SR-528 WB over SR-3 ' (1) ·
'SR-7 & SR-80 intersection' (1)
Latitude 016:
Longitude 017:
Owner 022:
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 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: (Click arrow to add another value)
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 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)
Future 114:
Clearance 116:
Showing below up to 44 results in range #1 to #44.
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