Drilldown: bridge data
From Indian River Lagoon Project
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'BOYNTON CANAL C-16 ' (1) ·
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'C-51 Canal ' (1) ·
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'Clint Moore Road ' (1) ·
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'LATERAL A CANAL ' (1) ·
'LATERAL C CANAL ' (1) ·
'LWDD E-3 CANAL ' (1) ·
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'MAIN RELIEF CANAL ' (1) ·
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'S-5 Discharge Canal ' (1) ·
'SR 808 GLADES RD ' (1) ·
'W.P.B. Canal (C-51) ' (1) ·
'WEST PALM BEACH CANAL ' (1) ·
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'Yacht Club Cut ' (1) ·
Indian River Relief East (1)
'101ST STREET ' (1) ·
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'65TH ST. ' (1) ·
'8TH ST. CR-612 ' (1) ·
'97 TH STREET ' (1) ·
'Apollo Boulevard ' (1) ·
'BELVEDERE ROAD ' (1) ·
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'BINKS FOREST DRIVE' (1) ·
'Boynton Bch Blvd. ' (1) ·
'BRITT RD ' (1) ·
'CENTRE PARK BLVD. ' (1) ·
'CONGRESS AVE ' (1) ·
'CR-611 43RD AVE. ' (1) ·
'Fifth Street ' (1) ·
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'Levee Road ' (1) ·
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'NB I 95 SR 9 ' (1) ·
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'Orange Avenue ' (1) ·
'SB I 95 SR 9 ' (1) ·
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'Service Road ' (1) ·
'SR-656 (17th St.) ' (1) ·
'SR-805 (Dixie Hwy)' (1) ·
'SR-91 (TPK) 78.7 ' (1) ·
'SR91 N/S TPK 75.92' (1) ·
'SW 15TH AVE ' (1) ·
SR-520 (1)
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'.75 miles South of SR-882' (1) ·
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'0.5 MILES WEST OF SR-809 ' (1) ·
'0.8Mi NORTH OF CR-804 ' (1) ·
'100FT E OF SOUTH LAKE DR ' (1) ·
'1Mi W of US-1 ' (1) ·
'2 MI N OF GLADES RD/SR808' (1) ·
'21.0 Mi North of US-27 ' (1) ·
'250ft North of SR-60 ' (1) ·
'25FT. EAST OF 66TH AVE. ' (1) ·
'Apollo Blvd - Eau Gallie ' (1) ·
'AT 141st ST ' (1) ·
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'AT CR-615 (66TH AVE.) ' (1) ·
'AT SOUTHSIDE OF SR-80 ' (1) ·
'AT SR-80 SOUTHERN BLVD ' (1) ·
'AT US-441 (SOUTHERN BLVD)' (1) ·
'I-95 / Donald Ross Rd ' (1) ·
'South of Ramp to SR 706 ' (1) ·
'SR-91 FL TPK OVER SR-808 ' (1) ·
SR-520 - Indian River Relief (1)
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9900 (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) ·
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 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 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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