Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
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- 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.
'C-51 Canal ' (1) ·
'Goat Creek ' (1) ·
'H-20 CANAL ' (1) ·
'I 95 SR 9 ' (1) ·
'Indian River Relief ' (1) ·
'Konomac Canal ' (1) ·
'LATERAL CANAL D ' (1) ·
'LWDD E-1 CANAL ' (1) ·
'LWDD E-3 CANAL ' (1) ·
'LWDD LATERAL 14 CANAL ' (1) ·
'MAIN CANAL ' (1) ·
'PARK LATERAL CANAL ' (1) ·
'RELIEF CANAL ' (1) ·
'Sebastian Canal East ' (1) ·
'Sebastian Canal West ' (1) ·
'TEN MILE CREEK ' (1) ·
'Turkey Creek ' (1) ·
'Turnbull Creek (East) ' (1) ·
'Turnbull Creek (West) ' (1)
'74TH AVE. ' (1) ·
'97 TH STREET ' (1) ·
'AVENUE OF PGA ' (1) ·
'Briar Creek Blvd. ' (1) ·
'COUNTRY CLUB DRIVE' (1) ·
'ELLISON WILSON RD ' (1) ·
'Fort Florida Road ' (1) ·
'GORDY ROAD ' (1) ·
'Haverhill Rd ' (1) ·
'HICKORY DRIVE ' (1) ·
'Hood Road ' (1) ·
'LAKERIDGE BLVD ' (1) ·
'LARCH AVE ' (1) ·
'LYONS ROAD ' (1) ·
'S. VERDE TRAIL ' (1) ·
'Service Road ' (1) ·
'Tadlock Ave. ' (1) ·
'Volco Road ' (1) ·
'Wilden Road ' (1)
704048 (1) ·
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944010 (1)
'.15 mi W of Fleming Grant' (1) ·
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'0.1 mi W of Fleming Grant' (1) ·
'0.1MI W OF MILITARY TRAIL' (1) ·
'0.2 mile East of US-1 ' (1) ·
'0.25 mi N of Valkaria Rd ' (1) ·
'0.2MI E OF US-441 (SR-7) ' (1) ·
'0.6 mi S of Pt Malabar Bl' (1) ·
'0.8MI N OF LANTANA ROAD ' (1) ·
'0.8MI SOUTH OF SR-70 ' (1) ·
'1.3MI N OF PGA BLVD ' (1) ·
'1.5 mile North of SR 786 ' (1) ·
'2.2 mi West of US-17/92 ' (1) ·
'3.0 Miles West of US-1 ' (1) ·
'3.3 Miles West of US-1 ' (1) ·
'50FT. S OF 30TH STREET ' (1) ·
'AT 141st ST ' (1) ·
'AT 4TH STREET ' (1) ·
'At S Military Trail ' (1) ·
'S of Southrn/Haverhll Int' (1)
26212624 (1) ·
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81205307 (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 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) ·
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) ·
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 21 results in range #1 to #21.