Drilldown: bridge data
From Indian River Lagoon Project
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ObjectID:
County 003: (Click arrow to add another value)
Place 004:
Features 006a:
Critical 006b:
Facility 007:
'Aviation Ave. ' (1) ·
'Banana River Drive' (1) ·
'Briar Creek Blvd. ' (1) ·
'Brittan Avenue ' (1) ·
'Caballero Ave ' (1) ·
'Eldron Blvd ' (1) ·
'Eldron Blvd. ' (1) ·
'Entrnce Rd to FDOT' (1) ·
'Fay Blvd. ' (1) ·
'Malabar Rd ' (1) ·
'Minton Rd. ' (1) ·
'NB SR-9 (I-95) ' (1) ·
'Palm Bay Library ' (1) ·
'Port Malabar Bl EB' (1) ·
'Port Malabar BL WB' (1) ·
'Viera Blvd EB ' (1) ·
'Viera Blvd WB ' (1)
Number 008:
704019 (1) ·
704063 (1) ·
704097 (1) ·
704098 (1) ·
704143 (1) ·
704161 (1) ·
704256 (1) ·
705500 (1) ·
705907 (1) ·
705908 (1) ·
705910 (1) ·
705913 (1) ·
705914 (1) ·
705915 (1) ·
705916 (1) ·
705917 (1) ·
705920 (1) ·
705953 (1) ·
940163 (1)
Location 009:
'0.1 mi E of Minton Rd ' (1) ·
'0.2 mi S of Cocoa Street ' (1) ·
'0.2 mi S of Jupiter Blvd ' (1) ·
'0.3 Mile West of SR-513 ' (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) ·
'1.0Mi. S of Malabar Rd NE' (1) ·
'1.5 Mi S of Malabar Rd. ' (1) ·
'1.5mi N of SR-68 ' (1) ·
'1.6 miles East of SR-507 ' (1) ·
'10ft. E of Minton Road ' (1) ·
'2.0Mi. S of Malabar Rd NE' (1) ·
'50ft. East of Fiske Blvd ' (1) ·
'Fay Blvd. - I-95 ' (1) ·
'Minton Road-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:
Traffic 029:
Service On 042a:
Service Under 042b:
Kind 043a:
Type 043b:
Length 049:
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) ·
No noticeable or noteworthy deficiencies which affect the condition of the channel. (1)
Culvert 062:
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:
Showing below up to 19 results in range #1 to #19.
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