Drilldown: bridge data
From Indian River Lagoon Project
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Use the filters below to narrow your results.
ObjectID:
County 003: (Click arrow to add another value)
Place 004:
Direction 005e:
Features 006a:
Critical 006b:
Facility 007:
'Americana Blvd. ' (1) ·
'Emerson Drive ' (1) ·
'Fay Blvd. ' (1) ·
'Fountainhead Blvd.' (1) ·
'Harrison Street ' (1) ·
'Hurley Blvd ' (1) ·
'John Rodes Blvd. ' (1) ·
'Jupiter Blvd. ' (1) ·
'Pace Drive ' (1) ·
'Palm Bay Parkway ' (1) ·
'Range Rd ' (1) ·
'S. Burnett Rd ' (1) ·
'Service Road ' (1) ·
'Viera Blvd EB ' (1) ·
'Viera Blvd WB ' (1)
Number 008:
704048 (1) ·
704097 (1) ·
704098 (1) ·
704161 (1) ·
704188 (1) ·
704193 (1) ·
704194 (1) ·
705100 (1) ·
705603 (1) ·
705906 (1) ·
705909 (1) ·
705918 (1) ·
705919 (1) ·
705924 (1) ·
705925 (1)
Location 009:
'0.1 mi E of Wickham Road ' (1) ·
'0.1MI E of Riveredge Blvd' (1) ·
'0.2 mile East of US-1 ' (1) ·
'0.26 Mi South of Pace Dr.' (1) ·
'0.75 Mi. South of SR-520 ' (1) ·
'1 mi N of Malabar Road ' (1) ·
'1 mi North of Malabar Rd ' (1) ·
'1 mi S of Malabar Rd ' (1) ·
'1.35Mi N of US-192 ' (1) ·
'100 ft E of Minton Road ' (1) ·
'2 Mi West of Jupiter Blvd' (1) ·
'At Pluckebaum Rd ' (1) ·
'Fay Blvd. - I-95 ' (1) ·
'Viera Blvd EB over I-95 ' (1) ·
'Viera Blvd WB over I-95 ' (1)
Latitude 016:
Longitude 017:
Owner 022:
Built 027:
Lanes 028a:
Traffic 029:
Traffic Year 030: (Click arrow to add another value)
Service On 042a:
Service Under 042b:
Kind 043a:
Type 043b:
Length 049:
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) ·
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) ·
No noticeable or noteworthy deficiencies which affect the condition of the culvert. Insignificant scrape marks caused by drift. (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 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 15 results in range #1 to #15.
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