Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
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- definition (254)
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Use the filters below to narrow your results.
ObjectID:
County 003:
Place 004:
Route 005d:
Direction 005e:
Features 006a:
'BULLDOG CANAL ' (1) ·
'BUTTERFLY CANAL ' (1) ·
'CANAL ' (1) ·
'CANAL C-24 ' (1) ·
'CANAL E-4 ' (1) ·
'CANAL N. END LAKE IDA ' (1) ·
'COLLIER CREEK ' (1) ·
'EL RIO CANAL ' (1) ·
'FISHTAIL CANAL ' (1) ·
'Gabordy's Canal ' (1) ·
'L.W.D.D. #10 ' (1) ·
'LAKE IDA CANAL ' (1) ·
'Misner Branch ' (1) ·
'RIO MAR BAY ' (1)
Critical 006b:
Facility 007:
'BEL LIDO DRIVE ' (1) ·
'CAMINO GARDENS EB ' (1) ·
'DATE PALM RD ' (1) ·
'DATE PALM ROAD ' (1) ·
'DAVIS ROAD ' (1) ·
'FLEMING STREET ' (1) ·
'Main Trail ' (1) ·
'MISSION HILL ROAD ' (1) ·
'NORTH SHORE DRIVE ' (1) ·
'Riverside Drive ' (1) ·
'S. LAKE DRIVE ' (1) ·
'SAVONA BLVD. ' (1) ·
'SW 22ND WAY ' (1) ·
'VETERANS WALK ' (1)
Number 008:
795713 (1) ·
796000 (1) ·
885604 (1) ·
885808 (1) ·
935202 (1) ·
935203 (1) ·
935209 (1) ·
935303 (1) ·
935305 (1) ·
935306 (1) ·
935900 (1) ·
937201 (1) ·
937702 (1) ·
945256 (1)
Location 009:
'0.03Mi E of CYPRESS WAY ' (1) ·
'0.2Mi S of 45TH ST(CR702)' (1) ·
'0.3MI N of 10TH AVE N ' (1) ·
'0.3MI N of CR 512 ' (1) ·
'0.3MI S of ROYAL PALM WAY' (1) ·
'0.4M S OF ROYAL PALM ' (1) ·
'0.5MI N of GATLIN BLVD. ' (1) ·
'0.8 Mile West of Nova Rd ' (1) ·
'100FT E OF SOUTH LAKE DR ' (1) ·
'150 FT E of SW 10TH ST ' (1) ·
'200FT N of NW 22ND STR ' (1) ·
'200ft. S of 10th Street ' (1) ·
'200ft. W of A1A ' (1) ·
'INSIDE RIVERSIDE PARK ' (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:
Type 043b:
Length 049:
Deck 058:
Superstructure 059:
Substructure 060: (Click arrow to add another value)
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 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 14 results in range #1 to #14.
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