Drilldown: bridge data
From Indian River Lagoon Project
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'B-19 Canal ' (1) ·
'C-51/WEST PALM BCH CANAL' (1) ·
'Callalisa Creek ' (1) ·
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'CANAL C-24 ' (1) ·
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'LWDD CANAL E-1 ' (1) ·
'LWDD E-1 Canal ' (1) ·
'LWDD E-3 CANAL ' (1) ·
'Melb Tillman Canal 37 ' (1) ·
'Palmetto Park Road ' (1) ·
'RELIEF CANAL ' (1) ·
'SR-513 ' (1) ·
'SR-91 TPK-DRAINAGE CANAL' (1) ·
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'W Camino Real ' (1) ·
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'.2mi W of Clyde Morris Bl' (1) ·
'0.1 mi E of Minton Rd ' (1) ·
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'0.7 mi south of PGA Blvd.' (1) ·
'0.8MI N OF SR 80 ' (1) ·
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'0.9MI W OF POWERLINE RD ' (1) ·
'0.9MI W OF SCHUMANN RD ' (1) ·
'1.0MI W OF MILITARY TRAIL' (1) ·
'1.1 mi. N of Broward line' (1) ·
'1.1mil N. of Broward line' (1) ·
'1.3MI N OF SR-80 ' (1) ·
'1.8MI N OF CR 510 ' (1) ·
'2.5 Miles West of CR-509 ' (1) ·
'4.2MI NORTH OF SR-528 ' (1) ·
'AT SR-809 / WCAMINOREA ' (1) ·
'AT US-441 (SOUTHERN BLVD)' (1) ·
'AT US-441 SR-7 ' (1) ·
'Boca Raton ' (1) ·
'Lake Worth Rd. at SR-7 ' (1) ·
'SR-404 EB over SR-513 ' (1) ·
'SR-404 WB - SR-513 ' (1) ·
'SR-44 - Callalisa Creek ' (1) ·
'SR-44 - Indian River ' (1) ·
'US-17 over Deep Creek ' (1)
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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 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 not over waterway. (1)
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