Drilldown: bridge data
From Indian River Lagoon Project
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'CANAL E-1 ' (1) ·
'Cnl.Trib. to Turnbull Ck' (1) ·
'E 3.5 AIRPORT CANAL ' (1) ·
'E-2-E Canal ' (1) ·
'Grant Canal ' (1) ·
'HYPOLUXO ISLAND LAGOON ' (1) ·
'Indian River ' (1) ·
'Indian River Relief ' (1) ·
'LAKE CLARKE CHANNEL ' (1) ·
'LAKE WORTH TRIBUTARY ' (1) ·
'Little Haw Creek ' (1) ·
'LWDD CANAL L-9 ' (1) ·
'LWDD E-1 CANAL ' (1) ·
'LWDD E-3 CANAL ' (1) ·
'Murray Creek ' (1) ·
'Nova Canal ' (1) ·
'Ross Creek ' (1) ·
'Samsula Canal ' (1) ·
'Thompson River ' (1) ·
'Triple box culvert ' (1) ·
'WEST PALM BEACH CANAL ' (1)
'ARMONE PLACE ' (1) ·
'CENTRE PARK BLVD. ' (1) ·
'CHERRY ROAD ' (1) ·
'EAST OCEAN AVE. ' (1) ·
'I 95 SR 9 ' (1) ·
'I-95 ' (1) ·
'IBIS WAY ' (1) ·
'Lake Worth Road ' (1) ·
'MEDITERRANEAN RD ' (1) ·
'Military Trail ' (1) ·
'Old Daytona Rd ' (1) ·
'PALOMINO DRIVE ' (1) ·
'PIONEER ROAD ' (1) ·
'PIPER'S GLEN ROAD ' (1) ·
'SR-406 ' (1) ·
'SR-44 ' (1) ·
'SR-5A ' (1) ·
'US-1 ' (1) ·
'US-192 ' (1) ·
'WEST LAKE DRIVE ' (1) ·
'Williams Road ' (1)
700056 (1) ·
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'0.1Mi W of Marsh Road ' (1) ·
'0.1MI WEST OF A1A ' (1) ·
'0.2 Mi East of Australian' (1) ·
'0.2 Miles East of US-1 ' (1) ·
'0.2MI WEST OF OF A1A ' (1) ·
'0.4 Mi N of Grant Rd. ' (1) ·
'0.4 MILE EAST OF SR-809 ' (1) ·
'0.4 mile North of 45th St' (1) ·
'0.5 MI WEST OF SR-809 ' (1) ·
'0.5 Mi S of SR-407 ' (1) ·
'0.7 mi south of PGA Blvd.' (1) ·
'0.8MI N OF LAKEWORTH BLVD' (1) ·
'0.9 mile North of CR-40A ' (1) ·
'1 MI S OF FOREST HILL BVD' (1) ·
'1.6 Mi E of SR-415 ' (1) ·
'1.7 MI S OF FOREST HILL ' (1) ·
'4.3 Mi North of SR-44 ' (1) ·
'82FT EAST OF SR-7 ' (1) ·
'AT SR-7 US-441 ' (1) ·
'Lake Worth Rd at FL Trnpk' (1) ·
'SR-406 over Indian River ' (1) ·
'SR-5A over Nova Canal ' (1)
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81162090 (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)
Deterioration or initial disintegration, minor chloride contamination, cracking with some leaching, or spalls on concrete or masonry walls and slabs. Local minor scouring at curtain walls, wingwalls or pipes. Metal culverts have a smooth curvature, non-symmetrical shape, significant corrosion or moderate pitting. (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 22 results in range #1 to #22.
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