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:
'B-19 Canal / Trib 1 ' (1) ·
'C-1 Canal ' (1) ·
'C-24 Canal ' (1) ·
'C-37 Canal ' (1) ·
'C-51 Canal ' (1) ·
'Cambridge Canal ' (1) ·
'Canal ' (1) ·
'Eau Gallie River ' (1) ·
'EL RIO CANAL ' (1) ·
'Florida Turnpike (SR-91)' (1) ·
'FTPK & S Macedo Blvd. ' (1) ·
'Halifax Canal ' (1) ·
'I-95 (S.R. 9) ' (1) ·
'I-95 (SR-9) ' (1) ·
'Konomac Canal ' (1) ·
'Main Relief Canal ' (1) ·
'N Fork Loxahatchee River' (1) ·
'Reed Canal ' (1) ·
'Rio Mar Bay ' (1) ·
'SR-91 (FL TURNPIKE) ' (1)
Critical 006b:
Facility 007:
'34th Avenue ' (1) ·
'Apollo Boulevard ' (1) ·
'Bay Drive ' (1) ·
'Becker Rd. ' (1) ·
'Becker Road ' (1) ·
'Crosstown Parkway ' (1) ·
'Daytona Avenue ' (1) ·
'Esplanade Avenue ' (1) ·
'Fort Florida Road ' (1) ·
'Island Drive ' (1) ·
'Jupiter Boulevard ' (1) ·
'NW 7TH STREET ' (1) ·
'Oak Lea Drive ' (1) ·
'Palm Bay Parkway ' (1) ·
'River Drive ' (1) ·
'Service Road ' (1) ·
'Spanish River Blvd' (1) ·
'ST LUCIE W BLVD EB' (1) ·
'ST LUCIE W BLVD WB' (1) ·
'TEQUESTA DRIVE ' (1) ·
'Trailwood Drive ' (1)
Number 008:
705604 (1) ·
705923 (1) ·
705924 (1) ·
794162 (1) ·
795504 (1) ·
796413 (1) ·
796414 (1) ·
796548 (1) ·
885811 (1) ·
885812 (1) ·
885813 (1) ·
934517 (1) ·
935221 (1) ·
935222 (1) ·
936656 (1) ·
936776 (1) ·
940160 (1) ·
940161 (1) ·
941001 (1) ·
944018 (1) ·
945274 (1) ·
949901 (1) ·
949902 (1)
Location 009:
'.1 Mile W of US-A1A ' (1) ·
'0.02 MI S/O LPGA Blvd ' (1) ·
'0.05 MI W of NW 4TH AVE ' (1) ·
'0.1 Mile West of A1A ' (1) ·
'0.1MI W OF BAYSHORE BLVD ' (1) ·
'0.1MI W OF BAYSHORE BLVD.' (1) ·
'0.1Mi. E of Bayshore Blvd' (1) ·
'0.25Mi S/O Wiltshire Blvd' (1) ·
'0.26 Mi South of Pace Dr.' (1) ·
'0.3 Mi. W of SE Bosko 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) ·
'10ft. S/O Reed Canal Rd ' (1) ·
'2.2 mi West of US-17/92 ' (1) ·
'200FT N/O Cap Diville Ave' (1) ·
'Apollo Blvd - Eau Gallie ' (1) ·
'At Minton Rd. Intersectn ' (1) ·
'Becker Rd/I-95 interchge ' (1) ·
'Crosstown Pkwy/I-95 ' (1)
Latitude 016:
26212337 (1) ·
26231070 (1) ·
26323521 (1) ·
26410978 (1) ·
26572884 (1) ·
27123412 (1) ·
27123510 (1) ·
27173920 (1) ·
27174000 (1) ·
27174425 (1) ·
27190373 (1) ·
27190428 (1) ·
27382700 (1) ·
27382938 (1) ·
27383371 (1) ·
27591500 (1) ·
28004870 (1) ·
28073710 (1) ·
28515436 (1) ·
29060108 (1) ·
29071179 (1) ·
29093016 (1) ·
29144552 (1)
Longitude 017:
80024595 (1) ·
80054717 (1) ·
80055370 (1) ·
80061282 (1) ·
80102658 (1) ·
80200100 (1) ·
80214090 (1) ·
80214400 (1) ·
80221334 (1) ·
80222755 (1) ·
80222756 (1) ·
80240190 (1) ·
80250330 (1) ·
80251340 (1) ·
80253500 (1) ·
80384610 (1) ·
80401800 (1) ·
80441510 (1) ·
80591575 (1) ·
81001126 (1) ·
81015661 (1) ·
81022149 (1) ·
81205307 (1)
Owner 022: (Click arrow to add another value)
Built 027:
Traffic 029:
Service On 042a:
Service Under 042b:
Kind 043a:
Type 043b:
Length 049:
Width 052:
Deck 058:
Superstructure 059:
Substructure 060: (Click arrow to add another value)
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) ·
No noticeable or noteworthy deficiencies which affect the condition of the channel. (1)
Culvert 062:
Inspect Date 090:
Direction 102: (Click arrow to add another value)
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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