Drilldown: bridge data
From Indian River Lagoon Project
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ObjectID:
12258 (1) ·
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County 003:
Place 004: (Click arrow to add another value)
Route 005d: (Click arrow to add another value)
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Features 006a:
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Facility 007:
'Apollo Boulevard ' (1) ·
'BOBWHITE ROAD ' (1) ·
'CRESTWOOD BLVD ' (1) ·
'CRESTWOOD BLVD. ' (1) ·
'CRESTWOOD BLVD. N ' (1) ·
'Croton Road ' (1) ·
'Dubber Road ' (1) ·
'Fountainhead Blvd.' (1) ·
'GOLDFINCH LANE ' (1) ·
'GRANDVIEW WAY ' (1) ·
'LA MANCHA AVE. ' (1) ·
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'OKEECHOBEE BLVD. ' (1) ·
'OKEECHOBEE RD WB ' (1) ·
'OKEECHOBEE RD. EB ' (1) ·
'Pinehurst Ave N ' (1) ·
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'RAVEN COURT ' (1) ·
'ROYAL PALM BCH BLV' (1) ·
'ROYAL PLM BH BL NB' (1) ·
'ROYAL PLM BH BL SB' (1) ·
'SPARROW DRIVE ' (1)
Number 008:
704045 (1) ·
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Location 009:
'0.03MI W OF DOVE CIRCLE ' (1) ·
'0.1 mi E of Wickham Road ' (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) ·
'0.2 Mile S of Aurora Road' (1) ·
'0.2Mi W OF ROYAL P.B. BLV' (1) ·
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'0.3MI N OF OKEECHOBEE BLV' (1) ·
'0.3MI W OF ROYAL PALM BL ' (1) ·
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'0.6MI S OF OKEECHOBEE BLV' (1) ·
'0.8MI N OF SR 80 ' (1) ·
'0.9 mi N of Wickham Rd ' (1) ·
'1.2MI S OF OKEECHOBEE BL ' (1) ·
'1.3MI N OF SR-80 ' (1) ·
'100 ft West of Ruffner Rd' (1) ·
'175FT S of LAS PALMAS ST ' (1) ·
'180FT E OF SANDPIPER AVE ' (1) ·
'180ft W of LAS PALMAS ST.' (1) ·
'2MI N OF OKEECHOBEE BLV ' (1) ·
'82FT EAST OF SR-7 ' (1) ·
'Apollo Blvd - Eau Gallie ' (1)
Latitude 016:
26401668 (1) ·
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Longitude 017:
80120806 (1) ·
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80373635 (1) ·
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80411355 (1)
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 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)
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)
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:
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