Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
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- definition (254)
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Use the filters below to narrow your results.
'34th Avenue ' (1) ·
'56th Place North ' (1) ·
'BARBER STREET ' (1) ·
'CAMINO REAL ' (1) ·
'FLORESTA DR ' (1) ·
'French Avenue ' (1) ·
'HYPOLUXO RD. ' (1) ·
'Levee Road ' (1) ·
'LIGHTHOUSE DRIVE ' (1) ·
'NORTH MACEDO BLVD ' (1) ·
'PERIWINKLE DRIVE ' (1) ·
'PORT ST LUCIE BLVD' (1) ·
'TAYLOR DAIRY ROAD ' (1)
794006 (1) ·
884082 (1) ·
885601 (1) ·
885602 (1) ·
885605 (1) ·
885813 (1) ·
930807 (1) ·
930808 (1) ·
930809 (1) ·
934344 (1) ·
934960 (1) ·
936550 (1) ·
940043 (1) ·
944008 (1) ·
945254 (1) ·
945260 (1)
'0.3 Miles North of SR 60 ' (1) ·
'0.3MI E OF PROSPERITY FAR' (1) ·
'0.4 MI W of US-1 ' (1) ·
'0.5MI Nof PT ST LUCIE BLD' (1) ·
'0.5MI W OF NW ST JAMES DR' (1) ·
'0.5MI. W OF I-95 ' (1) ·
'0.6MI N OF ANGLE ROAD ' (1) ·
'0.7MI S OF PAAR DRIVE ' (1) ·
'1.0 Mi South of CR-827 ' (1) ·
'1.1MI N of CR 512 ' (1) ·
'1.8MI N OF CR 510 ' (1) ·
'13.5 Mi S/O S/B E of US27' (1) ·
'150FT N OF JOYHAVEN DR ' (1) ·
'2 miles West of US-17 ' (1) ·
'56th Place North ' (1) ·
'6.3MI S of SoBay at US-27' (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) ·
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)
Showing below up to 16 results in range #1 to #16.
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