Drilldown: bridge data
From Indian River Lagoon Project
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County 003: (Click arrow to add another value)
Place 004:
Direction 005e:
Features 006a:
'C-1 Canal ' (1) ·
'C-37 Canal ' (1) ·
'Canal ' (1) ·
'Canal 15 ' (1) ·
'Canal C-54 ' (1) ·
'Crane Creek Canal L-7 ' (1) ·
'Eau Gallie River ' (1) ·
'F.E.C. Railroad ' (1) ·
'Goat Creek ' (1) ·
'Indian River ' (1) ·
'Indian River Relief ' (1) ·
'Melbourne Tillman Canal ' (1) ·
'Melbourne-Tillman Canal ' (1) ·
'Pluckebaum Canal ' (1) ·
'Sebastian Canal ' (1) ·
'Sebastian Canal East ' (1) ·
'Sebastian Canal West ' (1) ·
'Sykes Creek ' (1) ·
'Tillman Canal ' (1)
Critical 006b:
Facility 007:
'Americana Blvd. ' (1) ·
'Apollo Boulevard ' (1) ·
'Babcock Street ' (1) ·
'Emerson Drive ' (1) ·
'Fountainhead Blvd.' (1) ·
'Harrison Street ' (1) ·
'Hurley Blvd ' (1) ·
'John Rodes Blvd. ' (1) ·
'Jupiter Blvd. ' (1) ·
'Malabar Rd ' (1) ·
'Micco Rd. ' (1) ·
'Minton Road CR-509' (1) ·
'Palm Bay Parkway ' (1) ·
'Patti Drive ' (1) ·
'Range Rd ' (1) ·
'Richland Ave ' (1) ·
'Robt J Conla Bl EB' (1) ·
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'S. Burnett Rd ' (1) ·
'Sea Ray Drive ' (1) ·
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'Sykes Creek Pkwy ' (1) ·
'Tadlock Ave. ' (1) ·
'Valkaria Road ' (1) ·
'Wickham Road ' (1) ·
'Wilden Road ' (1)
Number 008:
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Location 009:
'.05 mi N of Indian Rvr Co' (1) ·
'.15 mi W of Fleming Grant' (1) ·
'.8 Mile North of SR-520 ' (1) ·
'0.1 mi E of Wickham Road ' (1) ·
'0.1 mi W of Fleming Grant' (1) ·
'0.1MI E of Riveredge Blvd' (1) ·
'0.2 mile East of US-1 ' (1) ·
'0.25 mi N of Valkaria Rd ' (1) ·
'0.26 Mi South of Pace Dr.' (1) ·
'0.4 mile East of SR-3 ' (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) ·
'1.35 mi North of SR-516 ' (1) ·
'1.35Mi N of US-192 ' (1) ·
'1.9mi W of N Banana Ri Dr' (1) ·
'100 ft E of Minton Road ' (1) ·
'15ft. N of Pine Island Dr' (1) ·
'2 mi West of US-1 ' (1) ·
'2.4 mi S of SR-9 ' (1) ·
'2.5 Miles West of CR-509 ' (1) ·
'2.5 Miles West of US-1 ' (1) ·
'8 mi South of Malabar Rd ' (1) ·
'Apollo Blvd - Eau Gallie ' (1) ·
'At Pluckebaum Rd ' (1) ·
'CR-509 .5 Mi N of SR-518 ' (1)
Latitude 016:
27492427 (1) ·
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Longitude 017:
80312618 (1) ·
80312721 (1) ·
80315950 (1) ·
80325084 (1) ·
80342637 (1) ·
80353497 (1) ·
80353508 (1) ·
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80401823 (1) ·
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80413919 (1) ·
80414817 (1) ·
80420110 (1) ·
80424614 (1) ·
80424640 (1) ·
80425652 (1) ·
80432415 (1) ·
80441510 (1) ·
80461784 (1) ·
80464729 (1) ·
80480991 (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 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) ·
Bridge closed because of channel failure. Corrective action may put back in light service. (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) ·
Moderate to major deterioration or disintegration, extensive cracking and leaching or spalls on concrete or masonry walls and slabs. Minor settlement or misalignment. Noticeable scouring or erosion at curtain walls, wingwalls or pipes. Metal culverts have significant distortion and deflection in one section, significant corrosion or deep 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:
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:
Future Year 115: (Click arrow to add another value)
Clearance 116:
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