Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
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Use the filters below to narrow your results.
'Bulow Creek ' (1) ·
'C-104 CANAL ' (1) ·
'C-18 Canal ' (1) ·
'C-37 Canal ' (1) ·
'CANAL C-104 ' (1) ·
'CANAL C-108 ' (1) ·
'Canal C-46 ' (1) ·
'Deep Ck. Diversion Cnl ' (1) ·
'DRAINAGE CANAL ' (1) ·
'Indian River IWW ' (1) ·
'INTRACOASTAL WATERWAY ' (1) ·
'L.W.D.D. E-4 CANAL ' (1) ·
'Lake Ashby Canal ' (1) ·
'LEVEE NO.8 ' (1) ·
'Little Cow Creek ' (1) ·
'LWDD E-1 CANAL ' (1) ·
'LWDD E-3 CANAL ' (1) ·
'N RELIEF CANAL ' (1) ·
'Nova Canal ' (1) ·
'Rose Bay Canal ' (1) ·
'Samsula Canal ' (1)
'Americana Blvd. ' (1) ·
'Big Tree Road ' (1) ·
'Cow Creek Road ' (1) ·
'CR 613 (58TH AVE) ' (1) ·
'CR-880 ' (1) ·
'CR708 SE BRIDGE RD' (1) ·
'DUNN ROAD ' (1) ·
'Eldron Blvd. ' (1) ·
'Hunting Camp Road ' (1) ·
'JORGENSEN RD ' (1) ·
'Main Street ' (1) ·
'Maytown Road ' (1) ·
'NORTH MACEDO BLVD ' (1) ·
'OLD GERMANTOWN RD ' (1) ·
'PEACHTREE BLVD. ' (1) ·
'PIPER'S GLEN ROAD ' (1) ·
'Samsula Drive ' (1) ·
'SELVITZ RD. ' (1) ·
'SELVITZ ROAD ' (1) ·
'SPANISH ISLES BLVD' (1) ·
'SR-80WB (Southern)' (1) ·
'US-192 EB ' (1) ·
'Walter Boardman Ln' (1) ·
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'0.2 mile East of US-1 ' (1) ·
'0.2MI E OF US-441 (SR-7) ' (1) ·
'0.2MI N OF NW BAYSHORE BL' (1) ·
'0.2MI S OF N MACEDO BLVD.' (1) ·
'0.2MI. W of NW STJAMES DR' (1) ·
'0.4 MI W OF CONGRESS AVE ' (1) ·
'0.4MI N OF 49TH ST. ' (1) ·
'0.5 MI WEST OF SR-809 ' (1) ·
'0.5MI S of CR 712 ' (1) ·
'0.5MI S of CR-712 ' (1) ·
'0.5MI W OF NW ST JAMES DR' (1) ·
'0.6 Mile South of SR-442 ' (1) ·
'0.9 M E OF US-1 ON CR-708' (1) ·
'0.9 mi E of Old Dixie Hwy' (1) ·
'1.0 mi. S of SR-44 ' (1) ·
'1.3 miles South of SR-44 ' (1) ·
'100 ft E of Minton Road ' (1) ·
'2.0Mi. S of Malabar Rd NE' (1) ·
'3 Miles West of SR-786 ' (1) ·
'3.5 miles East of SR-415 ' (1) ·
'4.1Mi W OF SR-80 ' (1) ·
'4.8 miles East of SR-415 ' (1) ·
'PUMP STA AT 20 MI BEND ' (1) ·
'SR-5A - Big Tree Rd ' (1) ·
'US-192 EB - Indian River ' (1)
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81071865 (1)
Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. (1) ·
Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and brush restrict the channel. (1) ·
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)
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 is scour critical; bridge foundations determined to be unstable for assessed or calculated scour conditions: Scour within limits of footing or piles. Scour below spread-footing base or pile tips. (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 25 results in range #1 to #25.
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