Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
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'C STANLEY WEAVER CANAL ' (1) ·
'CR709 GLADES RD & FEC RR' (1) ·
'FELLSMERE CANAL ' (1) ·
'Halifax River ' (1) ·
'I 95 SR 9 ' (1) ·
'I-95 ' (1) ·
'INTRACOASTAL WATERWAY ' (1) ·
'Lake Gertie ' (1) ·
'Lake Worth Creek Canal ' (1) ·
'LOXAHATCHEE RIV NW FORK ' (1) ·
'LWDD E-3 CANAL ' (1) ·
'MAIN CANAL ' (1) ·
'N RELIEF CANAL ' (1) ·
'OKEECHOBEE BLVD ' (1) ·
'ORANGE CANAL ' (1) ·
'POPPELTON CREEK ' (1) ·
'RIM DITCH CANAL C-24 ' (1) ·
'Rio Mar Bay ' (1) ·
'Service Rd & Canal ' (1) ·
'SR 91 TPK (ST LUCIE INT)' (1) ·
'Sykes Creek ' (1)
'AUSTRALIAN AVE NB ' (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) ·
'Hood Road ' (1) ·
'ISLAND WAY ' (1) ·
'Magnolia Avenue ' (1) ·
'NW 27TH AVE. ' (1) ·
'River Drive ' (1) ·
'S Williamson Blvd ' (1) ·
'SB SR 5 (US-1) ' (1) ·
'Sea Ray Drive ' (1) ·
'SR-401 NB ' (1) ·
'SR-91 NB TPK 150.7' (1) ·
'SR91 NB TPK 142.2 ' (1) ·
'SR91 SB TPK 142.2 ' (1) ·
'SR91 SB TPK 143.3 ' (1) ·
'SR91 SB TPK 150.7 ' (1) ·
'SW 18th STREET EB ' (1) ·
'Sykes Creek Pkwy ' (1)
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'.8 Mile North of SR-520 ' (1) ·
'0.2 Mi East of US-1 ' (1) ·
'0.2 MI N OF ST LUCIE BLVD' (1) ·
'0.37MI N OF SR-712 ' (1) ·
'0.4 Mi West of US 17-92 ' (1) ·
'0.4 Mile West of US 17-92' (1) ·
'0.4MI N OF 49TH ST. ' (1) ·
'0.4Mi. North of SR-60 ' (1) ·
'0.5MI EAST OF I-95 ' (1) ·
'0.5Mi N of PLMBCH CO LINE' (1) ·
'0.8MI N OF BOYNTON BCH BD' (1) ·
'0.9 M E OF US-1 ON CR-708' (1) ·
'03 mi N of SR 706 ' (1) ·
'1.2MI S PORT ST LUCIE BLV' (1) ·
'1.2MI S PORT ST LUCIE RMP' (1) ·
'1.5 mile North of SR 786 ' (1) ·
'1.9mi W of N Banana Ri Dr' (1) ·
'1/2MI S of US-1 ' (1) ·
'100Ft. South of Bay Drive' (1) ·
'2.6 MI SOUTH OF SR-70 ' (1) ·
'4.2MI N OF CR-512 ' (1) ·
'5.8Mi. E of SR-710 ' (1) ·
'ADJ W SIDE MILITARY TRAIL' (1) ·
'S. Williamson BI-I-95 ' (1) ·
'SR-401 NB - Barge Canal ' (1)
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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) ·
No noticeable or noteworthy deficiencies which affect the condition of the channel. (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.