Drilldown: bridge data
From Indian River Lagoon Project
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ObjectID:
County 003: (Click arrow to add another value)
Place 004:
Route 005d:
Direction 005e:
Features 006a:
'C-1 Canal ' (1) ·
'C-37 Canal ' (1) ·
'C-59 Canal ' (1) ·
'Canal ' (1) ·
'Canal C-46 ' (1) ·
'Canal C-47 ' (1) ·
'Canal C-48 ' (1) ·
'Crane Creek ' (1) ·
'Crane Creek Canal L-7 ' (1) ·
'F.E.C. Railroad ' (1) ·
'Indian River ' (1) ·
'Indian River Relief ' (1) ·
'Melbourne Tillman Canal ' (1) ·
'Melbourne-Tillman Canal ' (1) ·
'Tillman Canal ' (1) ·
'Turkey Creek ' (1)
Critical 006b:
Facility 007:
'Americana Blvd. ' (1) ·
'Aviation Ave. ' (1) ·
'Briar Creek Blvd. ' (1) ·
'Brittan Avenue ' (1) ·
'Caballero Ave ' (1) ·
'Dubber Road ' (1) ·
'Eldron Blvd ' (1) ·
'Eldron Blvd. ' (1) ·
'Emerson Drive ' (1) ·
'Fountainhead Blvd.' (1) ·
'Harrison Street ' (1) ·
'Hurley Blvd ' (1) ·
'Jupiter Blvd. ' (1) ·
'Pace Drive ' (1) ·
'Palm Bay Parkway ' (1) ·
'Port Malabar Bl EB' (1) ·
'Robt J Conla Bl EB' (1) ·
'Robt J Conla Bl WB' (1) ·
'Service Road ' (1)
Number 008:
704048 (1) ·
704150 (1) ·
704151 (1) ·
705100 (1) ·
705500 (1) ·
705601 (1) ·
705603 (1) ·
705906 (1) ·
705907 (1) ·
705908 (1) ·
705909 (1) ·
705910 (1) ·
705913 (1) ·
705914 (1) ·
705915 (1) ·
705916 (1) ·
705917 (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 mi S of Cocoa Street ' (1) ·
'0.2 mi S of Jupiter Blvd ' (1) ·
'0.2 mile East of US-1 ' (1) ·
'0.26 Mi South of Pace Dr.' (1) ·
'0.5 mi N of Malabar Rd. ' (1) ·
'0.5 mi N of Malabar Road ' (1) ·
'0.6 mi S of Pt Malabar Bl' (1) ·
'1 mi N of Malabar Road ' (1) ·
'1 mi North of Malabar Rd ' (1) ·
'1 mi S of Malabar Rd ' (1) ·
'1.0Mi. S of Malabar Rd NE' (1) ·
'1.35 mi North of SR-516 ' (1) ·
'1.5 Mi S of Malabar Rd. ' (1) ·
'1.6 miles East of SR-507 ' (1) ·
'100 ft E of Minton Road ' (1) ·
'100 ft West of Ruffner Rd' (1) ·
'2 Mi West of Jupiter Blvd' (1) ·
'2.0Mi. S of Malabar Rd NE' (1)
Latitude 016:
27581117 (1) ·
27583729 (1) ·
27583761 (1) ·
27590343 (1) ·
27590359 (1) ·
27591529 (1) ·
28002252 (1) ·
28002288 (1) ·
28003795 (1) ·
28003971 (1) ·
28004758 (1) ·
28004870 (1) ·
28004888 (1) ·
28010030 (1) ·
28010115 (1) ·
28031126 (1) ·
28031144 (1) ·
28042875 (1) ·
28070604 (1) ·
28211812 (1) ·
28370440 (1)
Longitude 017:
80353497 (1) ·
80353508 (1) ·
80354573 (1) ·
80355219 (1) ·
80373635 (1) ·
80384417 (1) ·
80393940 (1) ·
80394165 (1) ·
80394182 (1) ·
80394642 (1) ·
80400209 (1) ·
80400429 (1) ·
80401484 (1) ·
80401747 (1) ·
80401763 (1) ·
80414817 (1) ·
80424640 (1) ·
80432415 (1) ·
80434410 (1) ·
80441510 (1) ·
80480991 (1)
Owner 022: (Click arrow to add another value)
Built 027:
Lanes 028a: (Click arrow to add another value)
Traffic 029:
Service On 042a:
Service Under 042b:
Kind 043a:
Type 043b:
Length 049:
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)
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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