Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
- News Link (111)
- Organization (18)
- Waterbody (27)
- bridge (13)
- bridge data (1468)
- definition (254)
- fips (487)
- repository (98)
- timeline (19)
- weblink (123)
Use the filters below to narrow your results.
'Bulow Creek ' (1) ·
'Crane Creek Canal L-7 ' (1) ·
'Deep Ck. Diversion Cnl ' (1) ·
'FEC Railroad ' (1) ·
'Halifax Canal ' (1) ·
'Halifax Canal Lateral ' (1) ·
'Lake Ashby Canal ' (1) ·
'Reed Canal ' (1) ·
'Rose Bay Canal ' (1) ·
'Spruce Creek ' (1) ·
'SR-9 (I-95) ' (1) ·
'Trib To Turnbull Creek ' (1) ·
'Turnbull Creek (East) ' (1) ·
'Turnbull Creek (West) ' (1)
705603 (1) ·
794063 (1) ·
794118 (1) ·
794122 (1) ·
794126 (1) ·
794131 (1) ·
794133 (1) ·
794139 (1) ·
794141 (1) ·
795521 (1) ·
796412 (1) ·
796518 (1) ·
940047 (1) ·
940100 (1)
'0.1 mi E of Wickham Road ' (1) ·
'0.2 mile East of US-1 ' (1) ·
'0.25 W of Turnbull Bay Rd' (1) ·
'0.9 mi E of Old Dixie Hwy' (1) ·
'1.3 miles East of CR-415 ' (1) ·
'1mi. N of SR-70/SR-9 ' (1) ·
'3.0 Miles West of US-1 ' (1) ·
'3.3 Miles West of US-1 ' (1) ·
'3.5 miles East of SR-415 ' (1) ·
'4.8 miles East of SR-415 ' (1) ·
'At Intersection w LPGA BL' (1) ·
'At Reed Canal Road ' (1) ·
'Canal View Blvd Intrsectn' (1) ·
'Citrus Ave/FEC RR ' (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 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 not over waterway. (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)
Showing below up to 14 results in range #1 to #14.