Drilldown: bridge data
From Indian River Lagoon Project
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'Canal C-51 ' (1) ·
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'LWDD E-3 CANAL ' (1) ·
'LWDD L-30 CANAL ' (1) ·
'LWDD LATERAL 14 CANAL ' (1) ·
'M CANAL ' (1) ·
'Mercer Ave and CSX RR ' (1) ·
'North Relief Canal ' (1) ·
'Pine Street ' (1) ·
'South Relief Canal ' (1) ·
'SR 70 ' (1) ·
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'SR 91 TPK (PGA BV INT) ' (1) ·
'SR-91 TPK-DRAINAGE CANAL' (1) ·
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'Ten Mile Creek ' (1) ·
'Tomoka River ' (1)
'49th St Lindsey Rd' (1) ·
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'NORTHLAKE BLVD(EB)' (1) ·
'NORTHLAKE BLVD(WB)' (1) ·
'SB I 95 to Lantana' (1) ·
'SB I-95 (SR-9) ' (1) ·
'SEMINOLE/PRATTWHT.' (1) ·
'SR 400 WB ' (1) ·
'SR-400 ' (1) ·
'SR-528 EB ' (1) ·
'SR91 NB TPK 109.5 ' (1) ·
'SR91 NB TPK 153.1 ' (1) ·
'SW 18TH ST WB ' (1) ·
'SW 18TH ST. EB ' (1) ·
'W/B Atlantic Ave ' (1) ·
'WB Forest Hill Bld' (1) ·
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'.5 miles South of SR-70 ' (1) ·
'0.25 mi N of Belvedere Rd' (1) ·
'0.6MI S of SOUTHERN BLVD ' (1) ·
'0.8MI N OF LANTANA ROAD ' (1) ·
'0.9MI W OF POWERLINE RD ' (1) ·
'1.0MI W OF MILITARY TRAIL' (1) ·
'1.3 Mi. North of CR-606 ' (1) ·
'1.5MI W OF MILITARY TRAIL' (1) ·
'1.7 miles east of SR 7 ' (1) ·
'1.9Mi S of WOOLBRIGHT ' (1) ·
'1000'W of SR5 & E ofSR811' (1) ·
'1MI S OF LINTON BLVD ' (1) ·
'1st overpass east of I-95' (1) ·
'2 mi. N of Gatlin Blvd. ' (1) ·
'2.6 MILES NORTH OF SR-710' (1) ·
'4MI N OF OKEECHOBEE BLVD.' (1) ·
'56th Place North ' (1) ·
'5th St. SW at CR-611 ' (1) ·
'7.0 mi. W of FL Turnpike ' (1) ·
'At CR-615 (66th Ave.) ' (1) ·
'At CR-615 (66th Ave) ' (1) ·
'At CR-615 (66th Avenue) ' (1) ·
'Atlantic Ave./Fl. Tpk. ' (1) ·
'I-4 EB over Tomoka River ' (1) ·
'i-4 WB - Cougar Crossing ' (1) ·
'I-4 WB over Tomoka River ' (1) ·
'Lantana I 95 Interchange ' (1) ·
'Palm Beach Garden Interch' (1) ·
'South Side of US-98 ' (1) ·
'SR 400 WB over Deer Wildl' (1) ·
'SR-528 EB at I-95 ' (1) ·
'SR-528 EB over Pine St. ' (1)
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8400 (1)
Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and brush restrict the channel. (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) ·
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) ·
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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