Drilldown: bridge data
From Indian River Lagoon Project
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'14TH STREET CANAL ' (1) ·
'ARCHIES CREEK ' (1) ·
'BOYNTON CANAL ' (1) ·
'C-51 Canal ' (1) ·
'CANAL E-4 ' (1) ·
'E-1 CANAL ' (1) ·
'E3 CANAL ' (1) ·
'ELKCAM CANAL ' (1) ·
'FLORIDA TURNPIKE ' (1) ·
'INTRACOASTAL WATERWAY ' (1) ·
'JONES CREEK ' (1) ·
'KELLER CANAL ' (1) ·
'LWDD E-1 CANAL ' (1) ·
'LWDD LATERAL 14 CANAL ' (1) ·
'MAIN CANAL ' (1) ·
'RETENTION POND ' (1) ·
'ROEBUCK CREEK ' (1) ·
'Sebastian Canal East ' (1) ·
'Sebastian Canal West ' (1) ·
'SIMS CREEK ' (1) ·
'TEN MILE CREEK ' (1) ·
'Turnbull Creek (East) ' (1) ·
'Turnbull Creek (West) ' (1)
'AIROSO BLVD. ' (1) ·
'BELVEDERE ROAD ' (1) ·
'BUCKSKIN TRAIL ' (1) ·
'CENTER DRIVE ' (1) ·
'CENTER STREET ' (1) ·
'COUNTRY CLUB DRIVE' (1) ·
'CR-603-IND RIV BLV' (1) ·
'DYER PARK ROAD ' (1) ·
'GORDY ROAD ' (1) ·
'Haverhill Rd ' (1) ·
'JOG ROAD (NB) ' (1) ·
'LAKE IDA ROAD ' (1) ·
'LAKERIDGE BLVD ' (1) ·
'LYONS ROAD ' (1) ·
'NORTHLAKE BLVD(EB)' (1) ·
'NORTHLAKE BLVD(WB)' (1) ·
'PALMETTO PARK RD. ' (1) ·
'PALMETTO PARK ROAD' (1) ·
'PROSPERITY FARM RD' (1) ·
'Volco Road ' (1) ·
'Wilden Road ' (1)
704085 (1) ·
704086 (1) ·
794131 (1) ·
794133 (1) ·
884053 (1) ·
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'.15 mi W of Fleming Grant' (1) ·
'0.1 mi W of Fleming Grant' (1) ·
'0.1MI W of HAVERHILL RD. ' (1) ·
'0.2MI E OF US-441 (SR-7) ' (1) ·
'0.3MI E OF CONGRESS ' (1) ·
'0.5 MILE WEST OF JOG RD ' (1) ·
'0.6MI NE OF INDIANTOWN RD' (1) ·
'0.7MI N OF BOYNTON BEACH ' (1) ·
'0.8 MILE EAST OF US-1 ' (1) ·
'0.8MI E of INDIANTOWN RD ' (1) ·
'0.8MI N OF LANTANA ROAD ' (1) ·
'0.8MI SOUTH OF SR-70 ' (1) ·
'0.9 MILE N OF PGA BLVD. ' (1) ·
'1.1 MI E OF JOG ROAD ' (1) ·
'1.4MI NORTH OF US-1 ' (1) ·
'1.5MI W OF MILITARY TRAIL' (1) ·
'1.6MI Nof PT ST LUCIE BLD' (1) ·
'150ft. W of WILDWOOD DR ' (1) ·
'3.0 Miles West of US-1 ' (1) ·
'3.3 Miles West of US-1 ' (1) ·
'50FT. S OF 30TH STREET ' (1) ·
'IN JOHN PRINCE PARK ' (1) ·
'PALMETTO PK RD US-441 SR7' (1) ·
'S of Southrn/Haverhll Int' (1)
26205893 (1) ·
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80161911 (1) ·
80205857 (1) ·
80224294 (1) ·
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80312721 (1) ·
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80544759 (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 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 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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