Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
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- bridge data (1468)
- definition (254)
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Use the filters below to narrow your results.
'Blue Cypress Marsh ' (1) ·
'BRANCH OF INDIAN RIVER ' (1) ·
'CORAL GARDENS OUTFALL ' (1) ·
'Crane Creek ' (1) ·
'Drainage Ditch ' (1) ·
'LWDD E-1 CANAL ' (1) ·
'LWDD LATERAL 14 CANAL ' (1) ·
'M CANAL ' (1) ·
'Miller Creek ' (1) ·
'MOORES CREEK ' (1) ·
'PERENNIAL CANAL ' (1) ·
'Samsula Canal ' (1) ·
'SCOTTS CANAL ' (1) ·
'St. John's Marsh ' (1) ·
'St. Johns Marsh ' (1) ·
'Sweetwater Creek ' (1) ·
'WEST PALM BEACH CANAL ' (1)
'CENTRE PK. DR. N. ' (1) ·
'Dubber Road ' (1) ·
'Hunting Camp Road ' (1) ·
'HURON WAY ' (1) ·
'ISLAND RD. ' (1) ·
'LYONS ROAD ' (1) ·
'MONET ROAD ' (1) ·
'NORTH 2ND STREET ' (1) ·
'PARK COMMERCE BLVD' (1) ·
'Samsula Drive ' (1) ·
'SEMINOLE/PRATTWHT.' (1) ·
'SPANISH ISLES BLVD' (1) ·
'Spotted Fawn Way ' (1) ·
'SR-60 EB ' (1) ·
'SR-60 WB ' (1) ·
'Tomoka Farms Rd ' (1)
704203 (1) ·
705601 (1) ·
794008 (1) ·
794019 (1) ·
794184 (1) ·
794185 (1) ·
880092 (1) ·
880093 (1) ·
880094 (1) ·
880095 (1) ·
894048 (1) ·
895501 (1) ·
934151 (1) ·
934313 (1) ·
934905 (1) ·
936500 (1) ·
936551 (1) ·
937716 (1) ·
945000 (1)
'.25 Mi E of AUSTRALIAN ' (1) ·
'.7 mi S of Taylor Rd ' (1) ·
'0.1 Mi North of Taylor Rd' (1) ·
'0.1Mi E of ONTARIO DRIVE ' (1) ·
'0.2 MI N OF ORANGE AVE. ' (1) ·
'0.2MI E OF PROSPERITY FM ' (1) ·
'0.2MI E OF US-441 (SR-7) ' (1) ·
'0.4 MILE N OF SR-710 ' (1) ·
'0.8MI N OF LANTANA ROAD ' (1) ·
'1.0 mi. S of SR-44 ' (1) ·
'1.3 miles South of SR-44 ' (1) ·
'100 ft West of Ruffner Rd' (1) ·
'100FT Eof SEWALLS PT. RD.' (1) ·
'11.6Mi. E of SR-91 (TPK) ' (1) ·
'12.1Mi. E of SR-91 (TPK) ' (1) ·
'4MI N OF OKEECHOBEE BLVD.' (1) ·
'At Lake Washington Rd ' (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)
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)
Showing below up to 19 results in range #1 to #19.
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