Drilldown: bridge data
From Indian River Lagoon Project
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700122 (1) ·
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'0.4MI NE OF A1A ' (1) ·
'0.6Mi NORTH OF SR-804 ' (1) ·
'1.4 MILES WEST OF TPK ' (1) ·
'100FT N OF ANGLE ROAD ' (1) ·
'3.6 Mi. E of SR-710 ' (1) ·
'300FT East of CR-717 ' (1) ·
'ADJ TO CR-607A ANGLE RD ' (1) ·
'Between SR 80 and SR 882 ' (1) ·
'Between SR 882 and SR 80 ' (1) ·
'I-95 NB SR-518 ' (1) ·
'I-95 SB SR-518 ' (1) ·
'LYONS ROAD SOUTH OF SR-80' (1) ·
'PBIA/I-95 Interchange ' (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 13 results in range #1 to #13.
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