Drilldown: bridge data
From Indian River Lagoon Project
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bridge data > Route 005d:
00000
& Traffic Year 030:
2014
& 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.
'B-19 Canal / Trib 1 ' (1) ·
'Bessey Creek ' (1) ·
'C-1 Canal ' (1) ·
'Cabana Colony Circle ' (1) ·
'Canal C-51 ' (1) ·
'CANAL E-4 ' (1) ·
'E-2 Canal ' (1) ·
'E-4 Canal ' (1) ·
'FL TPK SR-91 ' (1) ·
'Halifax Canal Lateral ' (1) ·
'Lateral "B" Canal ' (1) ·
'Lateral B Canal ' (1) ·
'Reed Canal ' (1) ·
'Rio Mar Bay ' (1)
'12th Street ' (1) ·
'4th Street ' (1) ·
'5th Street ' (1) ·
'Bay Drive ' (1) ·
'Esplanade Avenue ' (1) ·
'Hatton Road ' (1) ·
'Hypoluxo Rd ' (1) ·
'Jackson Street ' (1) ·
'LAKE IDA ROAD ' (1) ·
'LittleRanchesTrail' (1) ·
'Oak Lea Drive ' (1) ·
'Old Boynton Road ' (1) ·
'Palm Bay Parkway ' (1) ·
'Prosperity Farms R' (1) ·
'River Drive ' (1) ·
'SW 48th Avenue ' (1)
705924 (1) ·
796412 (1) ·
796413 (1) ·
796548 (1) ·
884069 (1) ·
884074 (1) ·
884075 (1) ·
885811 (1) ·
885812 (1) ·
894061 (1) ·
934178 (1) ·
934367 (1) ·
934552 (1) ·
934965 (1) ·
934981 (1) ·
935920 (1)
'0.1 Mile West of A1A ' (1) ·
'0.26 Mi South of Pace Dr.' (1) ·
'0.3MI E OF CONGRESS ' (1) ·
'0.4Mi. East of Congress A' (1) ·
'0.8mi. N of CR-714 ' (1) ·
'0.8Mi. N of PGA Blvd. ' (1) ·
'1 Mi. S of US-441 ' (1) ·
'1.2 Mi. East of Lyons Rd.' (1) ·
'100Ft. South of Bay Drive' (1) ·
'10ft. S/O Reed Canal Rd ' (1) ·
'200FT N/O Cap Diville Ave' (1) ·
'At 58th Ave ' (1) ·
'At CR-613 ' (1) ·
'At CR-613 - 58th Ave ' (1) ·
'Canal View Blvd Intrsectn' (1) ·
'South Side of US-98 ' (1)
Bridge foundations (including piles) on dry land well above flood water elevations. (1) ·
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)
Showing below up to 16 results in range #1 to #16.
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