Drilldown: bridge data
From Indian River Lagoon Project
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Use the filters below to narrow your results.
'C-51 CANAL ' (1) ·
'CANAL ' (1) ·
'CANAL L-12 ' (1) ·
'CANAL-17 ' (1) ·
'CR 708 ' (1) ·
'Cypress Creek ' (1) ·
'DRAINAGE CANAL ' (1) ·
'Header Canal ' (1) ·
'HILLSBORO CANAL L-14 ' (1) ·
'I-95 ' (1) ·
'LWDD L-38 CANAL ' (1) ·
'PERENNIAL CANAL ' (1) ·
'SFWMD L-13 CANAL ' (1) ·
'SR 91 TPK ' (1) ·
'SR-91 TPK & BOCA RIO RD.' (1) ·
'SR-91/TPK & BOCA RIO RD.' (1) ·
'SW FORK LOXAHATCHEE RVR ' (1) ·
'Tomoka River ' (1)
'CENTRAL BLVD ' (1) ·
'CR-700 ' (1) ·
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'CR708 125.4 ' (1) ·
'Fay Blvd. ' (1) ·
'FOREST HILL BLVD. ' (1) ·
'LPGA Blvd ' (1) ·
'MILITARY TRAIL NB ' (1) ·
'MILITARY TRAIL SB ' (1) ·
'NB I-95 (SR-9) ' (1) ·
'NW 2ND ST ' (1) ·
'Old Dixie Highway ' (1) ·
'PALMETTO PK RD(EB)' (1) ·
'PALMETTO PK RD(WB)' (1) ·
'PARK COMMERCE BLVD' (1) ·
'SB I-95 (SR 9) ' (1) ·
'SB I-95 (SR-9) ' (1) ·
'SE HARBOR ISLAND ' (1) ·
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'STAR ISLAND WAY ' (1) ·
'WB SR 70 ' (1)
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'0.1 MILE WEST OF I-95 ' (1) ·
'0.2Mi E of GOMEZ AVE. ' (1) ·
'0.3Mi E of GOMEZ AVE. ' (1) ·
'0.3MI N of SR-706 ' (1) ·
'0.4 MILE N OF SR-710 ' (1) ·
'0.4 Mile West of I-95 ' (1) ·
'0.7MI N of Northlake Blvd' (1) ·
'1 mi. N of Cnty Rd 708 ' (1) ·
'16Mi W of SR-7 ' (1) ·
'1MI N OF CLINT MOORE RD ' (1) ·
'1MI N. of CLINT MOORE RD.' (1) ·
'2.5 miles North of SR-706' (1) ·
'2MI E of SR-7 US-441 ' (1) ·
'7.0 mi. W of FL Turnpike ' (1) ·
'7.7Mi W OF SR-80 ' (1) ·
'750FT W OF SR-7 (US-441) ' (1) ·
'AT SOUTHERN/FORESTHILINTR' (1) ·
'Fay Blvd. - I-95 ' (1) ·
'INT. OF CR-700 & CR-880 ' (1) ·
'NB I-95 over CR 708 ' (1) ·
'SB I-95 over CR 708 ' (1)
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81063403 (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) ·
N/A (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)
Showing below up to 24 results in range #1 to #24.
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