Drilldown: bridge data
From Indian River Lagoon Project
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bridge data > Service Under 042b:
Waterway
& Kind 043a:
Prestressed concrete
& Future Year 115:
2034
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'B-19 Canal ' (1) ·
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'Miller Creek ' (1) ·
'PAHOKEE DRAIN CANAL M-2 ' (1) ·
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'.05 mi N of Indian Rvr Co' (1) ·
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'0.13mi NW from N Causeway' (1) ·
'0.15 mi East of Bay Drive' (1) ·
'0.1mi E of Riverside Dr ' (1) ·
'0.2 Mi East of US-1 ' (1) ·
'0.2 mile East of US-1 ' (1) ·
'0.25 W of Turnbull Bay Rd' (1) ·
'0.26 Mi South of Pace Dr.' (1) ·
'0.4 mile East of SR-3 ' (1) ·
'0.4 Mile West of I-95 ' (1) ·
'0.6 Mile South of SR-442 ' (1) ·
'1 mi N of Malabar Road ' (1) ·
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'1 mi S of Malabar Rd ' (1) ·
'1.0 mi. S of SR-44 ' (1) ·
'1.2MI S OF US-98 ' (1) ·
'1.3 miles East of CR-415 ' (1) ·
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'1.9 Miles West of US-1 ' (1) ·
'1.9mi W of N Banana Ri Dr' (1) ·
'100 ft E of Minton Road ' (1) ·
'15ft. N of Pine Island Dr' (1) ·
'2.4 mi S of SR-9 ' (1) ·
'2.5 Miles West of CR-509 ' (1) ·
'200ft. East of SR-415 ' (1) ·
'4.3 mi S of Wltr Brdmn Ln' (1) ·
'4.5 mi S of Wltr Brdmn Ln' (1) ·
'8 mi South of Malabar Rd ' (1) ·
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'At CR-613 ' (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) ·
Bridge closed because of channel failure. Corrective action may put back in light service. (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 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) ·
Bridge with "unknown" foundation that has not been evaluated for scour. Until risk can be determined, a plan of action should be developed and implemented to reduce the risk to users from abridge failure during and immediately after a flood event. (1)
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