Drilldown: bridge data
From Indian River Lagoon Project
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Use the filters below to narrow your results.
'Bear Wildlife Crossing ' (1) ·
'C-51 Canal ' (1) ·
'CANAL C-17 ' (1) ·
'COLLIER CREEK ' (1) ·
'Cougar Wildlife Crossing' (1) ·
'CR 782 Linton Blvd ' (1) ·
'Deer WIldlife Crossing ' (1) ·
'EL RIO CANAL ' (1) ·
'ELKCAM WATERWAY ' (1) ·
'FECRR ' (1) ·
'L-19 Canal ' (1) ·
'Main Relief Canal ' (1) ·
'NORTH PALM BCH WATERWAY ' (1) ·
'North Relief Canal ' (1) ·
'SR-513 ' (1) ·
'SR-806 Atlantic Ave ' (1)
'34th Avenue ' (1) ·
'56th Place North ' (1) ·
'BARBER STREET ' (1) ·
'CAMINO REAL ' (1) ·
'Levee Road ' (1) ·
'LIGHTHOUSE DRIVE ' (1) ·
'Military Trail ' (1) ·
'NB I 95 SR 9 ' (1) ·
'PARK AVE. W. ' (1) ·
'PERIWINKLE DRIVE ' (1) ·
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'SR 400 WB ' (1) ·
'SR-400 ' (1) ·
'SR-404 EB ' (1) ·
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'SR-91 TPK NS 81.77' (1)
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'0.3 Miles North of SR 60 ' (1) ·
'0.3MI E OF PROSPERITY FAR' (1) ·
'0.3MI W OF CONGRESS AVE ' (1) ·
'0.4 MI W of US-1 ' (1) ·
'1.0 Mi South of CR-827 ' (1) ·
'1.1MI N of CR 512 ' (1) ·
'1.5 miles South of SR 806' (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) ·
'5.1 MI SOUTH OF SR-804 ' (1) ·
'56th Place North ' (1) ·
'6.3MI S of SoBay at US-27' (1) ·
'i-4 WB - Cougar Crossing ' (1) ·
'I-4 WB over Bear Crossing' (1) ·
'SR 400 - Dear Crossing ' (1) ·
'SR 400 EB - Bear Crossing' (1) ·
'SR 400 EB - Cougar Crossi' (1) ·
'SR 400 WB over Deer Wildl' (1) ·
'SR-404 EB over SR-513 ' (1) ·
'SR-404 WB - SR-513 ' (1) ·
'SR-405 EB - FECRR ' (1) ·
'SR-405 WB - FECRR ' (1) ·
'SR-80 & Military Trail ' (1)
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81103100 (1) ·
81103200 (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)
Showing below up to 25 results in range #1 to #25.
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