Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
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- bridge data (1468)
- definition (254)
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Use the filters below to narrow your results.
'BRANCH OF MIAMI CANAL ' (1) ·
'CPB20 CANAL ' (1) ·
'Danforth Creek ' (1) ·
'Drainage Ditch ' (1) ·
'E-3 CANAL ' (1) ·
'El Rio Canal E-4 ' (1) ·
'Intracoastal Waterway ' (1) ·
'LWDD E-1 CANAL ' (1) ·
'LWDD E-3 CANAL ' (1) ·
'MANATEE POCKET ' (1) ·
'RELIEF CANAL ' (1) ·
'SWEETIE SLOUGH ' (1) ·
'Turkey Creek ' (1)
'EB SR - 714 ' (1) ·
'GOLDFINCH LANE ' (1) ·
'HORSESHOE POINT RD' (1) ·
'MIAMI CANAL ROAD ' (1) ·
'PALMETTO PK RD ' (1) ·
'PIONEER ROAD ' (1) ·
'Port Malabar Bl EB' (1) ·
'SPARROW DRIVE ' (1) ·
'Spotted Fawn Way ' (1) ·
'SR-656 (17th St.) ' (1) ·
'SR-808 (Glades Rd)' (1) ·
'SW GREENRIDGE LANE' (1) ·
'WB Lake Worth Rd. ' (1) ·
'Willowood Drive ' (1)
704032 (1) ·
704203 (1) ·
705910 (1) ·
880077 (1) ·
890101 (1) ·
890134 (1) ·
894049 (1) ·
930319 (1) ·
930328 (1) ·
934221 (1) ·
934516 (1) ·
934902 (1) ·
937354 (1) ·
937360 (1)
'.21 E of Minton Rd. ' (1) ·
'0.1MI N OF SANDPIPER AVE.' (1) ·
'0.2 Mi E of ANCHOR AVE. ' (1) ·
'0.3MI W OF RYL PALM BH BL' (1) ·
'0.4 Mi. W of SR-A1A ' (1) ·
'0.6MI S of SW96 ST(CR76A)' (1) ·
'1.4 miles east of I-95 ' (1) ·
'1.6 miles East of SR-507 ' (1) ·
'1mi. east of Jog Rd. ' (1) ·
'2.2MI S OF SR-80 ' (1) ·
'2.5 mi East of TPK Exit ' (1) ·
'82FT EAST OF SR-7 ' (1) ·
'ADJ W SIDE MILITARY TRAIL' (1) ·
'At Lake Washington Rd ' (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 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)
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 14 results in range #1 to #14.
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