Drilldown: bridge data
From Indian River Lagoon Project
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15579 (1) ·
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16002 (1)
'C-18 Canal ' (1) ·
'C-51 Canal ' (1) ·
'CSX RAILROAD ' (1) ·
'Donald Ross Road ' (1) ·
'E-1 CANAL ' (1) ·
'E-2-E Canal ' (1) ·
'Hidden Valley Canal C15 ' (1) ·
'I 95 SR 9 ' (1) ·
'I-95 (SR-9) ' (1) ·
'INTRACOASTAL WATERWAY ' (1) ·
'LWDD CANAL E-3 ' (1) ·
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'LWDD E-3 CANAL ' (1) ·
'LWDD L-2 Canal ' (1) ·
'LWDD LATERAL 14 CANAL ' (1) ·
'North Lake ' (1) ·
'SR 706 & I-95/SR706 Ramp' (1) ·
'SR 706 To NB I 95 ' (1) ·
'SR-706 Indiantown Rd. ' (1) ·
'SR-706 Indiantown Rd. ' (1) ·
'SR-91 (Fla. Turnpike) ' (1) ·
'SR-91 Fl. Tpk ' (1)
'EB 706 To SB I-95 ' (1) ·
'EB North Lake Blvd' (1) ·
'FLORIDA MANGO RD ' (1) ·
'GUN CLUB RD ' (1) ·
'Haverhill Rd ' (1) ·
'Hood Road ' (1) ·
'Indiantown Rd. ' (1) ·
'LAKERIDGE BLVD ' (1) ·
'LYONS ROAD ' (1) ·
'NB I 95 SR9 ' (1) ·
'NB I 95 SR 9 ' (1) ·
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'PALMETTO PARK RD. ' (1) ·
'PALMETTO PARK ROAD' (1) ·
'PLM BEACH LAKES BL' (1) ·
'S. VERDE TRAIL ' (1) ·
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'SB I 95 SR 9 ' (1) ·
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'SR806 Atlantic Ave' (1) ·
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'.5 mi East of I-95 ' (1) ·
'0.1MI W OF DIXIE HIGHWAY ' (1) ·
'0.2MI E OF US-441 (SR-7) ' (1) ·
'0.3 mile South of SR 706 ' (1) ·
'0.5MI S OF OKEECHOBEE BLV' (1) ·
'0.8 MILE EAST OF US-1 ' (1) ·
'0.8MI N OF LANTANA ROAD ' (1) ·
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'PALMETTO PK RD US-441 SR7' (1) ·
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'South of Ramp to SR 706 ' (1) ·
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'Tpk. SR 706 Interchange ' (1) ·
'Tpk. / SR 706 Interchange' (1)
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80901477 (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 26 results in range #1 to #26.
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