Drilldown: bridge data
From Indian River Lagoon Project
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bridge data > Owner 022:
City 
& Channel 061:
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.
& Channel 061:
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. Use the filters below to narrow your results.
ObjectID:
County 003:
Place 004:
Route 005d:
Direction 005e:
Features 006a:
'ATLANTIS WATERWAY ' (1) ·
'B-19 Canal / Trib 1 ' (1) ·
'C-1 Canal ' (1) ·
'C-104 CANAL ' (1) ·
'C-24 Canal ' (1) ·
'C-37 Canal ' (1) ·
'C-51 Canal ' (1) ·
'CANAL ' (1) ·
'CANAL C-108 ' (1) ·
'CANAL E-105 ' (1) ·
'CANAL E-12/E-84 ' (1) ·
'Canal No. 1 (Rim Canal) ' (1) ·
'El Rio Canal ' (1) ·
'Halifax Canal ' (1) ·
'Halifax Canal Lateral ' (1) ·
'Lake Osborne ' (1) ·
'Main Relief Canal ' (1) ·
'MOORES CREEK ' (1) ·
'N Fork Loxahatchee River' (1) ·
'Reed Canal ' (1) ·
'Rio Mar Bay ' (1)
Critical 006b:
Facility 007:
'34th Avenue ' (1) ·
'AUDUBON CSWY ' (1) ·
'Bay Drive ' (1) ·
'Camp Site Road ' (1) ·
'Crosstown Parkway ' (1) ·
'Daytona Avenue ' (1) ·
'DUNN ROAD ' (1) ·
'Esplanade Avenue ' (1) ·
'INLET CAY DR. ' (1) ·
'Island Drive ' (1) ·
'Jackson Street ' (1) ·
'JORGENSEN RD ' (1) ·
'Jupiter Boulevard ' (1) ·
'McClure Road ' (1) ·
'NORTH 2ND STREET ' (1) ·
'NORTH QUICK CIRCLE' (1) ·
'Oak Lea Drive ' (1) ·
'PAAR DR. ' (1) ·
'Palm Bay Parkway ' (1) ·
'River Drive ' (1) ·
'SABLE ISLAND DRIVE' (1) ·
'Service Road ' (1) ·
'Spanish River Blvd' (1) ·
'TEQUESTA DRIVE ' (1) ·
'TROON DR ' (1)
Number 008:
705923 (1) ·
705924 (1) ·
795504 (1) ·
796412 (1) ·
796413 (1) ·
796548 (1) ·
885811 (1) ·
885812 (1) ·
885813 (1) ·
934373 (1) ·
934517 (1) ·
935002 (1) ·
935222 (1) ·
936451 (1) ·
936654 (1) ·
936655 (1) ·
936656 (1) ·
936701 (1) ·
936776 (1) ·
945000 (1) ·
945252 (1) ·
945257 (1) ·
945265 (1) ·
945270 (1) ·
945274 (1)
Location 009:
'.06mi E OF LANDS END ROAD' (1) ·
'.1 Mile W of US-A1A ' (1) ·
'0.02 MI S/O LPGA Blvd ' (1) ·
'0.04Mi W OF A1A ' (1) ·
'0.1 Mile West of A1A ' (1) ·
'0.2 MI N OF ORANGE AVE. ' (1) ·
'0.2 MI W OF A1A ' (1) ·
'0.26 Mi South of Pace Dr.' (1) ·
'0.2MI S OF N MACEDO BLVD.' (1) ·
'0.3 Miles North of SR 60 ' (1) ·
'0.4 mi N. of SR-80 ' (1) ·
'0.5MI S of CR 712 ' (1) ·
'0.7 Mi. West of I-95 ' (1) ·
'0.8MI N OF SW BECKER RD ' (1) ·
'1.2MI W OF PORT ST. LUCIE' (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) ·
'150FT S OF N CNTRY CLBDR ' (1) ·
'1MI SW OF US-441 ' (1) ·
'200FT N/O Cap Diville Ave' (1) ·
'At Minton Rd. Intersectn ' (1) ·
'Canal View Blvd Intrsectn' (1) ·
'In John Prince Park ' (1)
Latitude 016:
26231070 (1) ·
26315908 (1) ·
26322144 (1) ·
26323521 (1) ·
26335150 (1) ·
26354653 (1) ·
26355670 (1) ·
26410978 (1) ·
26481006 (1) ·
26572884 (1) ·
27125867 (1) ·
27131422 (1) ·
27174000 (1) ·
27201582 (1) ·
27220029 (1) ·
27270218 (1) ·
27382700 (1) ·
27382938 (1) ·
27383371 (1) ·
27591500 (1) ·
28004870 (1) ·
29071179 (1) ·
29081340 (1) ·
29093016 (1) ·
29144552 (1)
Longitude 017:
80024030 (1) ·
80024595 (1) ·
80024971 (1) ·
80025576 (1) ·
80045020 (1) ·
80054717 (1) ·
80061282 (1) ·
80063334 (1) ·
80102658 (1) ·
80193068 (1) ·
80213056 (1) ·
80214090 (1) ·
80214259 (1) ·
80214400 (1) ·
80214554 (1) ·
80232953 (1) ·
80251340 (1) ·
80253500 (1) ·
80401800 (1) ·
80402996 (1) ·
80441510 (1) ·
81001126 (1) ·
81002850 (1) ·
81015661 (1) ·
81022149 (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:
Channel 061: (Click arrow to add another value)
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 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 25 results in range #1 to #25.
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