Drilldown: bridge data
From Indian River Lagoon Project
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'C-15 CANAL ' (1) ·
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'Lateral D Canal ' (1) ·
'LK OSBORNE DR& CENTER DR' (1) ·
'LOXAHATCHEE RIVER ' (1) ·
'LWDD E-1 CANAL ' (1) ·
'LWDD E-3 CANAL ' (1) ·
'LWDD E-4 (EL RIO) CANAL ' (1) ·
'LWDD L-2 Canal ' (1) ·
'LWDD LAT CANAL 17 ' (1) ·
'LWDD LAT. 38 CANAL ' (1) ·
'M-1 CANAL ' (1) ·
'Main Relief Canal ' (1) ·
'QUAIL COVEY ROAD ' (1) ·
'RELIEF CANAL ' (1) ·
'St. Sebastian River ' (1) ·
'SW FORK LOXAHATCHEE RVR ' (1)
'2nd AVENUE NORTH ' (1) ·
'66th Avenue ' (1) ·
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'AUSTRALIAN AVE NB ' (1) ·
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'OLD DIXIE HWY ' (1) ·
'PALMETTO PK RD EB ' (1) ·
'PROSPERITY FARMSRD' (1) ·
'Ranch Rd. ' (1) ·
'SE ISLAND WAY ROAD' (1) ·
'Sebastian Blvd EB ' (1) ·
'Sebastian Blvd WB ' (1) ·
'SW 18TH STREET WB ' (1) ·
'WALLIS ROAD ' (1) ·
'Woolbright Road EB' (1) ·
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700130 (1) ·
884078 (1) ·
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'0.2MI E of LOXAHATCHEE RD' (1) ·
'0.2MI E OF US-441 (SR-7) ' (1) ·
'0.2MI S of CAMINO GARDEN ' (1) ·
'0.2MI S OF DONALD ROSS ' (1) ·
'0.2MI W OF ROYAL P.B. BLV' (1) ·
'0.3M W of ALT A1A(SR-811)' (1) ·
'0.3MI E OF CONGRESS AVE ' (1) ·
'0.3MI E of CONGRESS AVE. ' (1) ·
'0.3MI N of SR-706 ' (1) ·
'0.3MI S OF 45TH STREET ' (1) ·
'0.5 E of Military Trail ' (1) ·
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'0.5Mi E of SR807 Congress' (1) ·
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'0.5Mi WEST OF CR-809 ' (1) ·
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'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) ·
'1.7 MI S OF FOREST HILL ' (1) ·
'1.9 Mi South of SR-60 ' (1) ·
'1MI N OF CLINT MOORE RD ' (1) ·
'2.8 MI East of I-95 ' (1) ·
'4.1Mi W OF SR-80 ' (1) ·
'7.7Mi W OF SR-80 ' (1) ·
'ADJ W SIDE MILITARY TRAIL' (1) ·
'Ranch Rd. - I-95 ' (1)
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8900 (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 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)
10410 (1) ·
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880 (1) ·
95 (1) ·
98895 (1)
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