Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
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Use the filters below to narrow your results.
'BRANCH OF MIAMI CANAL ' (1) ·
'CANAL ' (1) ·
'Drainage Ditch ' (1) ·
'E-3 CANAL ' (1) ·
'Intracoastal Waterway ' (1) ·
'LAKE IDA CANAL ' (1) ·
'LAKE WORTH TRIBUTARY ' (1) ·
'LWDD E-3 CANAL ' (1) ·
'MANATEE POCKET ' (1) ·
'Misner Branch ' (1) ·
'TEN MILE CREEK ' (1) ·
'TRIBUTARY OF MANATEE CRE' (1) ·
'WEST PALM BEACH CANAL ' (1)
'Atlantic Avenue ' (1) ·
'BEL LIDO DRIVE ' (1) ·
'CR-A1A (DIXIE HWY)' (1) ·
'CR712A (MCCARTY RD' (1) ·
'EB Lake Worth Rd. ' (1) ·
'HORSESHOE POINT RD' (1) ·
'IBIS WAY ' (1) ·
'Main Trail ' (1) ·
'MERCER AVE ' (1) ·
'MIAMI CANAL ROAD ' (1) ·
'PALMETTO PK RD ' (1) ·
'SB SR-5 (US-1) ' (1) ·
'SR-656 (17th St.) ' (1) ·
'SW 22ND WAY ' (1) ·
'Willowood Drive ' (1)
704032 (1) ·
796000 (1) ·
880077 (1) ·
890004 (1) ·
890043 (1) ·
890101 (1) ·
930064 (1) ·
930329 (1) ·
934516 (1) ·
934902 (1) ·
935306 (1) ·
935900 (1) ·
936801 (1) ·
937708 (1) ·
940030 (1)
'.21 E of Minton Rd. ' (1) ·
'0.1MI WEST OF A1A ' (1) ·
'0.2 Mi E of ANCHOR AVE. ' (1) ·
'0.3MI N OF CR-712 ' (1) ·
'0.4 Mi. W of SR-A1A ' (1) ·
'0.5Mi S of COVE RD ' (1) ·
'0.8 Mile West of Nova Rd ' (1) ·
'1 Mile East of Jog Rd. ' (1) ·
'150 FT E of SW 10TH ST ' (1) ·
'2.2MI S OF SR-80 ' (1) ·
'200ft. W of A1A ' (1) ·
'250FT N of BELVEDERE RD ' (1) ·
'ADJ W SIDE MILITARY TRAIL' (1) ·
'Between SR-A1A & SR-5 ' (1) ·
'N of Roosevelt Bridge ' (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)
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)
Showing below up to 15 results in range #1 to #15.
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