Drilldown: bridge data
From Indian River Lagoon Project
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'French Avenue ' (1) ·
'HYPOLUXO RD. ' (1) ·
'KEEN RD (CR-611) ' (1) ·
'Levee Road ' (1) ·
'LIGHTHOUSE DRIVE ' (1) ·
'MILITARY TRAIL ' (1) ·
'NORTH MACEDO BLVD ' (1) ·
'PERIWINKLE DRIVE ' (1) ·
'PORT ST LUCIE BLVD' (1) ·
'SR 400 EB ' (1) ·
'SR 400 WB ' (1) ·
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'.4mi. East of Congress ' (1) ·
'0.2 Mi. E OF I-95 ' (1) ·
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'0.4 MI W of US-1 ' (1) ·
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'0.5MI S of CR-608 ' (1) ·
'0.5MI W OF NW ST JAMES DR' (1) ·
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'0.7MI S OF PAAR DRIVE ' (1) ·
'0.9MI S OF SR-802 ' (1) ·
'1.0 Mi South of CR-827 ' (1) ·
'1.1MI N of CR 512 ' (1) ·
'1.3 Mi. North of CR-606 ' (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) ·
'3.7 MILES NORTH OF SR-60 ' (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-A1A over Halifax 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 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 29 results in range #1 to #29.
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