Drilldown: bridge data
From Indian River Lagoon Project
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19487 (1)
'Australian Avenue ' (1) ·
'Belvedere Road ' (1) ·
'C-17 CANAL ' (1) ·
'CITY OF WPB CANAL ' (1) ·
'CLEAR LAKE ' (1) ·
'CSX RAILROAD ' (1) ·
'FEC RR & Georgia Ave. ' (1) ·
'I 95 and SR 704 ' (1) ·
'I-95 Ramps & CSXRR ' (1) ·
'I-95 (SR-9) ' (1) ·
'Intracoastal Waterway ' (1) ·
'LAKE MANGONIA CANAL ' (1) ·
'Loxahatchee River ' (1) ·
'LOXAHATCHEE WPB CANAL ' (1) ·
'LWDD E-3 CANAL ' (1) ·
'LWDD L-2 CANAL ' (1) ·
'M CANAL ' (1) ·
'Mercer Ave and CSX RR ' (1) ·
'Mercer Ave./CSX RR/Canal' (1) ·
'SR 91 TPK(OKEECH BV INT)' (1) ·
'Stub Canal & S.F.R.C. ' (1) ·
'Summit Boulevard ' (1) ·
'WEST PALM BEACH CANAL ' (1) ·
'WPB STUB CANAL ' (1)
'45TH STREET ' (1) ·
'AUSTRALIAN AVE NB ' (1) ·
'AUSTRALIAN AVE SB ' (1) ·
'Belvede to NB I-95' (1) ·
'BELVEDERE RD ' (1) ·
'CONGRESS AVE ' (1) ·
'E/B S.R. 704 ' (1) ·
'EB US 98 SR 80 ' (1) ·
'FLORIDA MANGO RD ' (1) ·
'HAVERHILL ROAD ' (1) ·
'I 95 SR 9 SB ' (1) ·
'I 95 to PBIA Ramp ' (1) ·
'NB I 95 SR 9 ' (1) ·
'PALM B LAKE BVD EB' (1) ·
'PALM B LAKE BVD WB' (1) ·
'PBIA Rp to NB I-95' (1) ·
'PLM BEACH LAKES BL' (1) ·
'Riverbend Park Rd ' (1) ·
'SB I 95 Off Ramp ' (1) ·
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'SR91 N/S TPK 103.1' (1) ·
'SR91 SB TPK 100.15' (1) ·
'SUMMIT BLVD ' (1) ·
'US-98 (SR-80) ' (1) ·
'W/B S.R. 704 ' (1) ·
'WB SR704 to SB I95' (1)
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'.25m W of US-1 on US-98 ' (1) ·
'.7mi. E of Congress Ave. ' (1) ·
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'0.6Mi W OF AUSTRALIAN AVE' (1) ·
'0.7Mi S OF CR-702/45TH ST' (1) ·
'1 mile North of SR 80 ' (1) ·
'3.0 MI NORTH OF SR-704 ' (1) ·
'Between SR 882 and SR 80 ' (1) ·
'Between SRA1A&SR80 Cswys.' (1) ·
'I-95 SR 704 interchange ' (1) ·
'North of Belvedere Rd ' (1) ·
'PBIA/I-95 Interchange ' (1) ·
'SB Ramp to WPB Airport ' (1) ·
'SR 80/ I-95 interchange ' (1) ·
'WEST PALM BEACH INTERCH. ' (1)
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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) ·
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 not over waterway. (1)
Showing below up to 30 results in range #1 to #30.