Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
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'C STANLEY WEAVER CANAL ' (1) ·
'C-23 CANAL ' (1) ·
'DANFORTH CREEK ' (1) ·
'E 3.5 AIRPORT CANAL ' (1) ·
'FELLSMERE CANAL ' (1) ·
'Halifax River ' (1) ·
'I-95 ' (1) ·
'INTRACOASTAL WATERWAY ' (1) ·
'L.W.D.D L-14 CANAL ' (1) ·
'Lake Gertie ' (1) ·
'LOXAHATCHEE RIV NW FORK ' (1) ·
'LWDD E-1 CANAL ' (1) ·
'LWDD E-3 CANAL ' (1) ·
'M-2 CANAL ' (1) ·
'N RELIEF CANAL ' (1) ·
'N. NEW RIVER CANAL ' (1) ·
'OKEECHOBEE BLVD ' (1) ·
'ORANGE CANAL ' (1) ·
'POPPELTON CREEK ' (1) ·
'SW FORK LOXAHATCHEE RVR ' (1) ·
'Sykes Creek ' (1)
'AUSTRALIAN AVE NB ' (1) ·
'AUSTRALIAN AVE SB ' (1) ·
'CENTER DR. ' (1) ·
'CENTRAL BLVD ' (1) ·
'CHERRY ROAD ' (1) ·
'CITRUS BLVD. ' (1) ·
'COUNTY RD 507 ' (1) ·
'CR 613 (58TH AVE) ' (1) ·
'CR-726 CITRUS BLVD' (1) ·
'CR-92 EB ' (1) ·
'CR-92 WB ' (1) ·
'CR708 SE BRIDGE RD' (1) ·
'CR714 PALM CITY RD' (1) ·
'HAGEN RANCH ROAD ' (1) ·
'Investment Lane ' (1) ·
'ISLAND WAY ' (1) ·
'Magnolia Avenue ' (1) ·
'MAPP ROAD ' (1) ·
'OKEECHOBEE BLVD. ' (1) ·
'OKEELANTA RD. ' (1) ·
'PALOMINO DRIVE ' (1) ·
'S Williamson Blvd ' (1) ·
'Sea Ray Drive ' (1) ·
'SW 18th STREET EB ' (1) ·
'Sykes Creek Pkwy ' (1)
704011 (1) ·
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'.8 Mile North of SR-520 ' (1) ·
'0.1 MILE NORTH OF SR-714 ' (1) ·
'0.1MI W OF SEM PRATT WHIT' (1) ·
'0.2 Mi East of US-1 ' (1) ·
'0.2MILE S OF SW BECKER RD' (1) ·
'0.3MI E OF CONGRESS AVE ' (1) ·
'0.3MI N of SR-706 ' (1) ·
'0.4 Mi West of US 17-92 ' (1) ·
'0.4 MILE EAST OF SR-809 ' (1) ·
'0.4 Mile West of US 17-92' (1) ·
'0.4MI N OF 49TH ST. ' (1) ·
'0.5 E of Military Trail ' (1) ·
'0.5MI EAST OF I-95 ' (1) ·
'0.5Mi N of PLMBCH CO LINE' (1) ·
'0.8MI N OF BOYNTON BCH BD' (1) ·
'0.8MI N OF LAKEWORTH BLVD' (1) ·
'0.9 M E OF US-1 ON CR-708' (1) ·
'1.9mi W of N Banana Ri Dr' (1) ·
'1/2MI S of US-1 ' (1) ·
'4.2MI N OF CR-512 ' (1) ·
'5.8Mi. E of SR-710 ' (1) ·
'ADJ W SIDE MILITARY TRAIL' (1) ·
'AT US-27 ' (1) ·
'S. Williamson BI-I-95 ' (1)
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81184073 (1) ·
81184077 (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) ·
Bridge closed because of channel failure. Corrective action may put back in light service. (1) ·
N/A (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)
Showing below up to 25 results in range #1 to #25.
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