Drilldown: bridge data
From Indian River Lagoon Project
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Use the filters below to narrow your results.
ObjectID:
County 003:
Place 004:
Route 005d:
Direction 005e:
Features 006a:
'C-1 Canal ' (1) ·
'C-24 Canal ' (1) ·
'C-51 Canal ' (1) ·
'Canal ' (1) ·
'Eau Gallie River ' (1) ·
'El Rio Canal ' (1) ·
'FTPK & S Macedo Blvd. ' (1) ·
'Halifax Canal ' (1) ·
'I-95 (S.R. 9) ' (1) ·
'I-95 (SR-9) ' (1) ·
'Main Relief Canal ' (1) ·
'N Fork Loxahatchee River' (1) ·
'Rio Mar Bay ' (1) ·
'SR-91 (FL TURNPIKE) ' (1)
Critical 006b:
Facility 007:
'34th Avenue ' (1) ·
'Apollo Boulevard ' (1) ·
'Bay Drive ' (1) ·
'Becker Road ' (1) ·
'Crosstown Parkway ' (1) ·
'Daytona Avenue ' (1) ·
'Island Drive ' (1) ·
'Palm Bay Parkway ' (1) ·
'River Drive ' (1) ·
'Service Road ' (1) ·
'Spanish River Blvd' (1) ·
'ST LUCIE W BLVD WB' (1) ·
'TEQUESTA DRIVE ' (1)
Number 008:
705604 (1) ·
705924 (1) ·
795504 (1) ·
885811 (1) ·
885812 (1) ·
885813 (1) ·
934517 (1) ·
935222 (1) ·
936656 (1) ·
936776 (1) ·
940160 (1) ·
940161 (1) ·
944018 (1) ·
945274 (1) ·
949901 (1)
Location 009:
'.1 Mile W of US-A1A ' (1) ·
'0.02 MI S/O LPGA Blvd ' (1) ·
'0.1 Mile West of A1A ' (1) ·
'0.1MI W OF BAYSHORE BLVD.' (1) ·
'0.1Mi. E of Bayshore Blvd' (1) ·
'0.26 Mi South of Pace Dr.' (1) ·
'0.3 Miles North of SR 60 ' (1) ·
'0.4 mi N. of SR-80 ' (1) ·
'0.7 Mi. West of I-95 ' (1) ·
'1.2MI. W of US-1 ' (1) ·
'1.5Mi E of Military Trail' (1) ·
'100Ft. South of Bay Drive' (1) ·
'Apollo Blvd - Eau Gallie ' (1) ·
'Becker Rd/I-95 interchge ' (1) ·
'Crosstown Pkwy/I-95 ' (1)
Latitude 016:
Longitude 017:
Owner 022: (Click arrow to add another value)
Built 027:
Traffic 029:
Service On 042a:
Service Under 042b:
Kind 043a: (Click arrow to add another value)
Type 043b:
Length 049:
Width 052:
Deck 058:
Superstructure 059: (Click arrow to add another value)
Substructure 060:
Channel 061:
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:
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 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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