Drilldown: bridge data
From Indian River Lagoon Project
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'BOLLES CANAL (L-21) ' (1) ·
'BOYNTON CANAL ' (1) ·
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'SR 808 GLADES RD ' (1) ·
'W.P.B. Canal (C-51) ' (1) ·
'WEST PALM BEACH CANAL ' (1) ·
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Indian River Relief East (1)
'Apollo Boulevard ' (1) ·
'Atlantic Ave. ' (1) ·
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'BINKS FOREST DRIVE' (1) ·
'Boynton Bch Blvd. ' (1) ·
'Boynton Beach Blvd' (1) ·
'CENTRE PARK BLVD. ' (1) ·
'CONGRESS AVE ' (1) ·
'CR-611 43RD AVE. ' (1) ·
'KIRK ROAD ' (1) ·
'NB I 95 SR 9 ' (1) ·
'NB I-95 ( SR-9 ) ' (1) ·
'Orange Avenue ' (1) ·
'SB I 95 SR 9 ' (1) ·
'SB I-95 ( SR-9 ) ' (1) ·
'SR-656 (17th St.) ' (1) ·
'SR-805 (Dixie Hwy)' (1) ·
'SR-91 (TPK) 78.7 ' (1) ·
'SR91 N/S TPK 75.92' (1) ·
'SR91 N/S TPK 83.91' (1) ·
'SR91 N/S TPK 87.74' (1) ·
'SW 15TH AVE ' (1) ·
'US-27 (SR-25) ' (1) ·
SR-520 (1)
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'.75 miles South of SR-882' (1) ·
'0.2 Mi East of Australian' (1) ·
'0.25 Mi E of US-1 SR-5 ' (1) ·
'0.2MI W OF I-95 ' (1) ·
'0.3 mile South of SR 706 ' (1) ·
'0.4 Mi. W of SR-A1A ' (1) ·
'0.4MI S OF LINTON BLVD ' (1) ·
'0.5 MILE WEST OF JOG RD ' (1) ·
'0.5 MILES WEST OF SR-809 ' (1) ·
'0.7 MI NORTH OF SR-804 ' (1) ·
'0.8Mi NORTH OF CR-804 ' (1) ·
'2 MI N OF GLADES RD/SR808' (1) ·
'2.12 MI NORTH OF SR-806 ' (1) ·
'250ft North of SR-60 ' (1) ·
'Apollo Blvd - Eau Gallie ' (1) ·
'AT SOUTHSIDE OF SR-80 ' (1) ·
'AT SR-80 SOUTHERN BLVD ' (1) ·
'AT US-441 (SOUTHERN BLVD)' (1) ·
'Boynton Bch Blvd at SR-7 ' (1) ·
'East of SR 7 on SR 806 ' (1) ·
'I-95 / Donald Ross Rd ' (1) ·
'South of Ramp to SR 706 ' (1) ·
'SR-91 FL TPK OVER SR-808 ' (1) ·
'US-27 OVER BOLLES CANAL ' (1) ·
SR-520 - Indian River Relief (1)
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81010006 (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)
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