Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
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12147 (1) ·
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16126 (1)
'Belcher Canal (C-25) ' (1) ·
'Canal C-47 ' (1) ·
'Canal C-48 ' (1) ·
'COLLIER CREEK ' (1) ·
'Crane Creek ' (1) ·
'ELKCAM WATERWAY ' (1) ·
'FLORIDA TURNPIKE ' (1) ·
'Halifax Canal Lateral ' (1) ·
'Intracoastal Waterway ' (1) ·
'LAKE MANGONIA CANAL ' (1) ·
'Long Creek ' (1) ·
'LWDD CANAL L-9 ' (1) ·
'LWDD E-3 CANAL ' (1) ·
'LWDD L-7 CANAL ' (1) ·
'LWDD LAT CANAL 17 ' (1) ·
'MOORES CREEK ' (1) ·
'N. Fork St. Lucie River ' (1) ·
'SFWMD C-15 CANAL ' (1) ·
'SR-404 ' (1) ·
'SR-91 (FL TURNPIKE) ' (1) ·
'SR786 I95 I95 Ramps ' (1) ·
'Sweetwater Branch ' (1) ·
'TEN MILE CREEK ' (1) ·
'Tillman Canal ' (1) ·
'Tomoka River ' (1)
'Atlantic Avenue ' (1) ·
'BARBER STREET ' (1) ·
'BRANT DR/CARL BOTT' (1) ·
'Caballero Ave ' (1) ·
'CONGRESS AVE NB ' (1) ·
'Dubber Road ' (1) ·
'EB Prt St Lucie Bd' (1) ·
'EB St. Lucie Blvd.' (1) ·
'Eldron Blvd ' (1) ·
'ELEVEN MILE ROAD ' (1) ·
'FLORESTA DR ' (1) ·
'Jackson Street ' (1) ·
'Kings Highway ' (1) ·
'NORTH 2ND STREET ' (1) ·
'NORTHLAKE BLVD(EB)' (1) ·
'NORTHLAKE BLVD(WB)' (1) ·
'PALM B LAKE BVD EB' (1) ·
'PINETREE LANE ' (1) ·
'S. VERDE TRAIL ' (1) ·
'SR786 WB to SB I95' (1) ·
'ST LUCIE W BLVD WB' (1) ·
'Taylor Rd ' (1) ·
'US-1 SB ' (1) ·
'US-92 WB ' (1) ·
'WB St. Lucie Blvd.' (1) ·
'WEST LAKE DRIVE ' (1)
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'.2MI S of LINDELL BLVD ' (1) ·
'0.04MI S OF FOREST HILL ' (1) ·
'0.1MI W OF BAYSHORE BLVD.' (1) ·
'0.2 mi East of SR-421 ' (1) ·
'0.2 MI N OF ORANGE AVE. ' (1) ·
'0.2 mi S of Jupiter Blvd ' (1) ·
'0.5 mi N of Malabar Road ' (1) ·
'0.5MI Nof PT ST LUCIE BLD' (1) ·
'0.6Mi S OF CR-812 ' (1) ·
'0.6Mi W OF AUSTRALIAN AVE' (1) ·
'0.8 MI S OF SR-70 ' (1) ·
'1 MI S OF FOREST HILL BVD' (1) ·
'1.1MI N of CR 512 ' (1) ·
'1.5 Mi S of Malabar Rd. ' (1) ·
'1.5MI W OF MILITARY TRAIL' (1) ·
'1.5mi. N of SR-68 ' (1) ·
'1.8mi. East of SR-91 ' (1) ·
'100 ft West of Ruffner Rd' (1) ·
'150FT N OF JOYHAVEN DR ' (1) ·
'2mi. East of SR-91 ' (1) ·
'At S Military Trail ' (1) ·
'Between SR-A1A & SR-5 ' (1) ·
'Canal View Blvd Intrsectn' (1) ·
'I 95 SR 786 Interchange ' (1) ·
'US-1 SB - SR-404 ' (1) ·
'US-92 WB-Tomoka River ' (1)
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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) ·
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 assessed or calculated scour conditions; field review indicates action is required to protect exposed foundations (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 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)
Showing below up to 28 results in range #1 to #28.