Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
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Use the filters below to narrow your results.
'AUSTRALIAN AVE NB ' (1) ·
'AUSTRALIAN AVE SB ' (1) ·
'Camp Site Road ' (1) ·
'DAVIS ROAD ' (1) ·
'EB Spanish Rvr Bvd' (1) ·
'G BUSH BLVD(NE8TH)' (1) ·
'Island Drive ' (1) ·
'LIGHTHOUSE DRIVE ' (1) ·
'MONET ROAD ' (1) ·
'OKEECHOBEE RD. EB ' (1) ·
'ORANGE TREE DR ' (1) ·
'OUSLEY FARMS ROAD ' (1) ·
'ROYAL PLM BH BL NB' (1) ·
'ROYAL PLM BH BL SB' (1) ·
'Southern Boulevard' (1) ·
'SR-786(PGA BLVD) ' (1) ·
'SR91 SB ON RP 81.9' (1) ·
'TROON DR ' (1) ·
'WB Spanish River ' (1)
930026 (1) ·
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'.1 Mile W of US-A1A ' (1) ·
'.5MI W of A1A & E of SR-5' (1) ·
'0.1MI N OF CLUBHOUSE BLVD' (1) ·
'0.25 MI N OF ATLANTIC AVE' (1) ·
'0.2MI E OF PROSPERITY FM ' (1) ·
'0.2Mi W OF ROYAL P.B. BLV' (1) ·
'0.3M N OF OKEECHOBEE BLV ' (1) ·
'0.3MI E OF PROSPERITY FAR' (1) ·
'0.3MI E OF US-1 ' (1) ·
'0.3MI N of 10TH AVE N ' (1) ·
'0.3MI N OF OKEECHOBEE BLV' (1) ·
'0.5MI S OF P.B. LAKES BLV' (1) ·
'150FT S OF N CNTRY CLBDR ' (1) ·
'2MI N OF OKEECHOBEE BLV ' (1) ·
'At US-441 Southern Blvd ' (1) ·
'EB SR800 .2mi West of A1A' (1) ·
'In John Prince Park ' (1) ·
'PGA Blvd 2.3mi. W of TPK.' (1) ·
'WB SR800.2Mi west of US-1' (1)
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80170170 (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) ·
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)
Showing below up to 21 results in range #1 to #21.