Drilldown: bridge data
From Indian River Lagoon Project
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'11th Street Canal ' (1) ·
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'L.W.D.D L-14 CANAL ' (1) ·
'Lateral D Canal ' (1) ·
'LK OSBORNE DR& CENTER DR' (1) ·
'LOXAHATCHEE RIVER ' (1) ·
'LWDD E-3 CANAL ' (1) ·
'LWDD E-4 (EL RIO) CANAL ' (1) ·
'LWDD LAT. 38 CANAL ' (1) ·
'M-1 CANAL ' (1) ·
'Main Relief Canal ' (1) ·
'Nav. Banana River Canal ' (1) ·
'QUAIL COVEY ROAD ' (1) ·
'St. Sebastian River ' (1) ·
'SW FORK LOXAHATCHEE RVR ' (1)
'2nd AVENUE NORTH ' (1) ·
'66th Avenue ' (1) ·
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'Riverside Drive ' (1) ·
'SE ISLAND WAY ROAD' (1) ·
'Sebastian Blvd EB ' (1) ·
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'SW 18TH STREET WB ' (1) ·
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700130 (1) ·
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'0.02 MI S/O LPGA Blvd ' (1) ·
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'0.3MI E of CONGRESS AVE. ' (1) ·
'0.3MI N of SR-706 ' (1) ·
'0.5 E of Military Trail ' (1) ·
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'0.5Mi E of SR807 Congress' (1) ·
'0.5MI Nof PT ST LUCIE BLD' (1) ·
'0.5MI W of N DIXIE HIGHWY' (1) ·
'0.5Mi WEST OF CR-809 ' (1) ·
'0.6MI W OF I-95 ' (1) ·
'0.7MI W OF CONGRESS AVE ' (1) ·
'0.7MI W OF CONGRESS AVE.' (1) ·
'0.7Mi South of SR-60 ' (1) ·
'0.7MI WEST OF US-1 ' (1) ·
'0.8MI N OF SW BECKER RD ' (1) ·
'1.1MI S OF LINTON BLVD ' (1) ·
'1.9 Mi South of SR-60 ' (1) ·
'1MI N OF CLINT MOORE RD ' (1) ·
'2.8 MI East of I-95 ' (1) ·
'200ft. S of 10th Street ' (1) ·
'7.7Mi W OF SR-80 ' (1) ·
'8.3 miles East of SR-415 ' (1) ·
'ADJ W SIDE MILITARY TRAIL' (1) ·
'At LPGA Blvd. ' (1) ·
'Ranch Rd. - I-95 ' (1)
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81025160 (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 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)
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)
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704 (1) ·
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880 (1) ·
95 (1) ·
98895 (1)
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