Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
- News Link (111)
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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.
'BRANCH OF MIAMI CANAL ' (1) ·
'C-51 Canal ' (1) ·
'Drainage Ditch ' (1) ·
'Goat Creek ' (1) ·
'I 95 SR 9 ' (1) ·
'Konomac Canal ' (1) ·
'LWDD E-1 CANAL ' (1) ·
'LWDD E-3 CANAL ' (1) ·
'LWDD LATERAL 14 CANAL ' (1) ·
'MAIN CANAL ' (1) ·
'MANATEE POCKET ' (1) ·
'Misner Branch ' (1) ·
'Sebastian Canal East ' (1) ·
'Sebastian Canal West ' (1) ·
'TEN MILE CREEK ' (1) ·
'Turkey Creek ' (1) ·
'Turnbull Creek (East) ' (1) ·
'Turnbull Creek (West) ' (1)
'Briar Creek Blvd. ' (1) ·
'COUNTRY CLUB DRIVE' (1) ·
'Fort Florida Road ' (1) ·
'GORDY ROAD ' (1) ·
'Haverhill Rd ' (1) ·
'Hood Road ' (1) ·
'HORSESHOE POINT RD' (1) ·
'LAKERIDGE BLVD ' (1) ·
'LYONS ROAD ' (1) ·
'Main Trail ' (1) ·
'MIAMI CANAL ROAD ' (1) ·
'S. VERDE TRAIL ' (1) ·
'Tadlock Ave. ' (1) ·
'Volco Road ' (1) ·
'Wilden Road ' (1) ·
'Willowood Drive ' (1)
704032 (1) ·
704085 (1) ·
704086 (1) ·
704191 (1) ·
705500 (1) ·
794131 (1) ·
794133 (1) ·
794162 (1) ·
796000 (1) ·
884053 (1) ·
890101 (1) ·
930398 (1) ·
934295 (1) ·
934313 (1) ·
934516 (1) ·
934903 (1) ·
934927 (1) ·
944010 (1)
'.15 mi W of Fleming Grant' (1) ·
'.21 E of Minton Rd. ' (1) ·
'0.1 mi W of Fleming Grant' (1) ·
'0.2 Mi E of ANCHOR AVE. ' (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) ·
'0.8 Mile West of Nova Rd ' (1) ·
'0.8MI N OF LANTANA ROAD ' (1) ·
'0.8MI SOUTH OF SR-70 ' (1) ·
'1.5 mile North of SR 786 ' (1) ·
'2.2 mi West of US-17/92 ' (1) ·
'2.2MI S OF SR-80 ' (1) ·
'3.0 Miles West of US-1 ' (1) ·
'3.3 Miles West of US-1 ' (1) ·
'50FT. S OF 30TH STREET ' (1) ·
'At S Military Trail ' (1) ·
'S of Southrn/Haverhll Int' (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 18 results in range #1 to #18.
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