Drilldown: bridge data
From Indian River Lagoon Project
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'LWDD CANAL E-1 ' (1) ·
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'10TH AVE NORTH ' (1) ·
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'CLINT MOORE RD ' (1) ·
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'E. Minnesota Ave. ' (1) ·
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'MILITARY TRAIL NB ' (1) ·
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'MINER RD. ' (1) ·
'NB US-441 (SR-7) ' (1) ·
'NW 20TH ST WB ' (1) ·
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'SB US-441 (SR-7) ' (1) ·
'SR-44 ' (1) ·
'SR-507 NB ' (1) ·
'SR-A1A ' (1) ·
'SR91 SB TPK 189.1 ' (1) ·
'TAYLOR DAIRY ROAD ' (1) ·
'Taylor Road ' (1) ·
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'0.03Mi E of CYPRESS WAY ' (1) ·
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'0.5MI W of N DIXIE HIGHWY' (1) ·
'0.5Mi West of Kepler Rd. ' (1) ·
'0.6MI N OF ANGLE ROAD ' (1) ·
'0.6Mi W OF AUSTRALIAN AVE' (1) ·
'0.7 mi south of PGA Blvd.' (1) ·
'0.9 MI N OF LAKE IDA ROAD' (1) ·
'0.9MI N OF LAKE IDA ROAD ' (1) ·
'0.9MI S OF SR-802 ' (1) ·
'0.9MI W OF MILITARY TRAIL' (1) ·
'1.4 MI S OF OSCEOLA CNTY ' (1) ·
'100FT N OF ANGLE ROAD ' (1) ·
'150FT S OF N CNTRY CLBDR ' (1) ·
'4 miles west of SR 7 ' (1) ·
'ADJ TO CR-607A ANGLE RD ' (1) ·
'AT US-441 (SOUTHERN BLVD)' (1) ·
'AT US-441 SR-7 ' (1) ·
'Canal View Blvd Intrsectn' (1) ·
'SR-44 - Callalisa Creek ' (1) ·
'SR-44 - Indian River ' (1) ·
'SR-507 NB - Tillman Canal' (1) ·
'SR-7 & SR-80 intersection' (1) ·
'SR-A1A over Halifax River' (1) ·
'US-92 EB -Tomoka River ' (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 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)
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 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)
Showing below up to 33 results in range #1 to #33.