Drilldown: bridge data
From Indian River Lagoon Project
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795701 (1) ·
884053 (1) ·
884065 (1) ·
885604 (1) ·
885605 (1) ·
890015 (1) ·
890039 (1) ·
894003 (1) ·
894019 (1) ·
894021 (1) ·
930003 (1) ·
930805 (1)
'0.1mi E of Riverside Dr ' (1) ·
'0.2MI E of LOXAHATCHEE RD' (1) ·
'0.3MI N of CR 512 ' (1) ·
'0.3MI S OF SR-60 ' (1) ·
'1.1MI N of CR 512 ' (1) ·
'1.1MI NW OF HIGH MEADOW ' (1) ·
'1/2MI S of US-1 ' (1) ·
'2.5Mi W of US-1 ' (1) ·
'3.6 Mi. E of SR-710 ' (1) ·
'300FT East of CR-717 ' (1) ·
'50FT. S OF 30TH STREET ' (1) ·
'Just North of SR-850 ' (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)
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 is scour critical; bridge foundations determined to be unstable for assessed or calculated scour conditions: Scour within limits of footing or piles. Scour below spread-footing base or pile tips. (1)
Showing below up to 12 results in range #1 to #12.
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