Drilldown: bridge data
From Indian River Lagoon Project
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'BOYNTON CANAL ' (1) ·
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'Drainage Canal ' (1) ·
'East Indian River Relief' (1) ·
'FL. TURNPIKE ' (1) ·
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'L-38 CANAL ' (1) ·
'Lake Ida Canal E-4 ' (1) ·
'LITTLE MUD CREEK ' (1) ·
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'LWDD E-3 CANAL ' (1) ·
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'N Fork Loxahatchee River' (1) ·
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'Pine Street ' (1) ·
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'SR-91 (FL TURNPIKE) ' (1) ·
'SR-91 TPK-DRAINAGE CANAL' (1) ·
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'West Indian River Relief' (1)
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'EB Prt St Lucie Bd' (1) ·
'EB St. Lucie Blvd.' (1) ·
'HYPOLUXO ROAD EB ' (1) ·
'HYPOLUXO ROAD WB ' (1) ·
'I 95 SR 9 ' (1) ·
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'JOG ROAD (NB) ' (1) ·
'JOG ROAD NB ' (1) ·
'JOG ROAD SB ' (1) ·
'LYONS ROAD ' (1) ·
'NORTHLAKE BLVD(EB)' (1) ·
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'Oak Lea Drive ' (1) ·
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'ST LUCIE W BLVD WB' (1) ·
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'TEQUESTA DRIVE ' (1) ·
'WB Forest Hill Bld' (1) ·
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'0.1MI W OF BAYSHORE BLVD.' (1) ·
'0.3 Mile East of US-1 ' (1) ·
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'10ft. S/O Reed Canal Rd ' (1) ·
'1MI S OF LINTON BLVD ' (1) ·
'2.7 miles N of SR 806 ' (1) ·
'2.9MI W OF MILITARY TRAIL' (1) ·
'2mi. East of SR-91 ' (1) ·
'East of Ernest Lyons Bri.' (1) ·
'NORTH OF BLIND CREEK ' (1) ·
'SR-528 EB over Pine St. ' (1) ·
'West of Ernest Lyons Bri.' (1)
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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)
Bridge foundations (including piles) on dry land well above flood water elevations. (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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