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.
'BRANCH OF ICWW ' (1) ·
'BRANCH OF INDIAN RIVER ' (1) ·
'Canal ' (1) ·
'COLLIER CREEK ' (1) ·
'CORAL GARDENS OUTFALL ' (1) ·
'Crane Creek ' (1) ·
'Drainage Ditch ' (1) ·
'LWDD E-1 CANAL ' (1) ·
'MOORES CREEK ' (1) ·
'PERENNIAL CANAL ' (1) ·
'Range Line Canal ' (1) ·
'Rowland Canal ' (1) ·
'Samsula Canal ' (1) ·
'SCOTTS CANAL ' (1)
'16th Street ' (1) ·
'Dubber Road ' (1) ·
'FLEMING STREET ' (1) ·
'Golfview Ave ' (1) ·
'Golfview Avenue ' (1) ·
'Hunting Camp Road ' (1) ·
'HURON WAY ' (1) ·
'ISLAND RD. ' (1) ·
'JUPITER BEACH RD ' (1) ·
'MONET ROAD ' (1) ·
'NORTH 2ND STREET ' (1) ·
'PARK COMMERCE BLVD' (1) ·
'Samsula Drive ' (1) ·
'SE HARBOR ISLAND ' (1) ·
'SPANISH ISLES BLVD' (1) ·
'Spotted Fawn Way ' (1) ·
'STAR ISLAND WAY ' (1) ·
'Tucker Lane ' (1) ·
'West Farms Road ' (1)
704093 (1) ·
704099 (1) ·
704100 (1) ·
704203 (1) ·
705601 (1) ·
794184 (1) ·
794185 (1) ·
884081 (1) ·
885604 (1) ·
894017 (1) ·
894018 (1) ·
894048 (1) ·
894056 (1) ·
895501 (1) ·
934125 (1) ·
934905 (1) ·
936500 (1) ·
936551 (1) ·
945000 (1)
'.2 mi. N of Port St. John' (1) ·
'.9 Mi. N of Port St. John' (1) ·
'0.1Mi E of ONTARIO DRIVE ' (1) ·
'0.2 MI N OF ORANGE AVE. ' (1) ·
'0.2MI E OF A1A ' (1) ·
'0.2Mi E of GOMEZ AVE. ' (1) ·
'0.2MI E OF PROSPERITY FM ' (1) ·
'0.2MI E OF US-441 (SR-7) ' (1) ·
'0.3Mi E of GOMEZ AVE. ' (1) ·
'0.3MI N of CR 512 ' (1) ·
'0.4 MILE N OF SR-710 ' (1) ·
'1.0 mi. S of SR-44 ' (1) ·
'1.0 Mile West of SR-710 ' (1) ·
'1.2 miles South of SR-520' (1) ·
'1.3 miles South of SR-44 ' (1) ·
'100 ft West of Ruffner Rd' (1) ·
'100FT Eof SEWALLS PT. RD.' (1) ·
'At 74th Avenue ' (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)
N/A (1) ·
Shrinkage cracks, light scaling and insignificant spalling which does not expose reinforcing steel. Insignificant damage caused by drift with no misalignment and not requiring corrective action. Some minor scouring has occured near curtain walls, wingwalls or pipes. Metal culverts have a smooth symmetrical curvature with superficial corrosion and no pitting. (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 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.