Drilldown: bridge data
From Indian River Lagoon Project
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'Berrys Canal ' (1) ·
'C-15 CANAL ' (1) ·
'C-17 CANAL ' (1) ·
'C-51 Canal ' (1) ·
'CANAL C-24 ' (1) ·
'CR-3 ' (1) ·
'CYPRESS CREEK #2 ' (1) ·
'Deep Creek ' (1) ·
'EAST TURTLE CREEK ' (1) ·
'George King Blvd ' (1) ·
'LOXAHATCHEE CREEK ' (1) ·
'S. Fork St. Lucie River ' (1) ·
'SFWMD C-51 CANAL ' (1) ·
'SR 91 TPK ' (1) ·
'SR-524 ' (1) ·
'SR-91 (FL. TPK.) ' (1) ·
'Tomoka River ' (1) ·
'Tomoka River ' (1) ·
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George King Blvd (1)
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'Haverhill Rd ' (1) ·
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'.25 mi East of I-95 ' (1) ·
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'AT SOUTHERN BLVD. ' (1) ·
'I-95 NB - SR-524 ' (1) ·
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'SR-404 EB over CR-3 ' (1) ·
'SR-404 WB over CR-3 ' (1) ·
'SR-44 - Berrys Canal ' (1) ·
'SR-A1A - George King Blvd' (1) ·
'US-1 NB - Turnbull Creek ' (1) ·
'US-1 SB - Turnbull Creek ' (1) ·
'US-17 over Deep Creek ' (1) ·
'US-92 EB -Tomoka River ' (1) ·
'US-92 WB-Tomoka River ' (1) ·
SR-A1A SB- George King (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 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 23 results in range #1 to #23.
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