Drilldown: bridge data
From Indian River Lagoon Project
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'BESSEY CREEK ' (1) ·
'CANAL ' (1) ·
'CANAL C-24 ' (1) ·
'CSX Railroad ' (1) ·
'Danforth Creek ' (1) ·
'E-1 Canal ' (1) ·
'E-1-E CANAL ' (1) ·
'Eau-Gallie River ' (1) ·
'F.P.F.W.C.D. Canal No. 1' (1) ·
'Halifax River IWW ' (1) ·
'I-95 (SR-9) ' (1) ·
'L-14 CANAL ' (1) ·
'Lake Ashby Canal ' (1) ·
'LATERAL CANAL L-5 ' (1) ·
'M CANAL ' (1) ·
'MAIN CANAL ' (1) ·
'MONTERREY WATERWAY ' (1) ·
'Reed Canal ' (1) ·
'SFWMD C-51 CANAL ' (1) ·
'SHAWANO DRAINAGE DITCH ' (1) ·
'SR-76 & St. Lucie Canal ' (1) ·
'WPB WATER SUPPLY CANAL ' (1) ·
Indian River Relief East (1)
'Berry Avenue ' (1) ·
'BOB W RD 130TH ST.' (1) ·
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'Lake Ashby Road ' (1) ·
'MARINA BLVD. ' (1) ·
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'PORT ST LUCIE BLVD' (1) ·
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'SEMINOLE/PRATTWHT.' (1) ·
'SR-40 ' (1) ·
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'SR-713 (Kings Hwy)' (1) ·
'SR-808 (Glades Rd)' (1) ·
'SR91 N/S TPK 96.55' (1) ·
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SR-520 (1)
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'.5mi So. of St Lucie Blvd' (1) ·
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'0.4MI NW OF HIGH MEADOW ' (1) ·
'0.4Mi. North of SR-60 ' (1) ·
'0.76 MI SOUTH OF SR 80 ' (1) ·
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'0.8MI S OF 45TH ST CR702 ' (1) ·
'1.3 mile S of Linton Rd. ' (1) ·
'1.3mi. South of Linton ' (1) ·
'200ft. East of SR-415 ' (1) ·
'4.6MI W OF US-1 ' (1) ·
'4MI N OF OKEECHOBEE BLVD.' (1) ·
'5.7MI W OF US-1 ' (1) ·
'50FT E OF SR-7 (US-441) ' (1) ·
'50FT W OF VILLAGE BLVD ' (1) ·
'9.5 MI S OF CR-880 ' (1) ·
'AT SOUTHERN BLVD. ' (1) ·
'AT SR-7 (Range Line Rd) ' (1) ·
'Intrsect w Reed Canal Rd ' (1) ·
'SR-40 over IWW ' (1) ·
'SR-518 over Eau-Gallie R.' (1) ·
'SR-808 at SR-7 Boca Raton' (1) ·
'US-441 and SR-76 ' (1) ·
SR-520 - Indian River Relief (1)
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81060951 (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) ·
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)
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 assessed or calculated scour condition. Scour is determined to be within the limits of footing or piles by assessment, 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)
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