Drilldown: bridge data
From Indian River Lagoon Project
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Use the filters below to narrow your results.
'C-17 CANAL ' (1) ·
'Cabana Colony Circle ' (1) ·
'CITY OF WPB CANAL ' (1) ·
'CLEAR LAKE ' (1) ·
'CSX RAILROAD ' (1) ·
'E-2 Canal ' (1) ·
'EPB - 10 Canal ' (1) ·
'LAKE MANGONIA CANAL ' (1) ·
'Loxahatchee River ' (1) ·
'LWDD E-3 CANAL ' (1) ·
'LWDD L-2 CANAL ' (1) ·
'M CANAL ' (1) ·
'SWA Retention Canal ' (1) ·
'Turnpike (SR-91) ' (1) ·
'WEST PALM BEACH CANAL ' (1) ·
'WPB CANAL C-51 ' (1) ·
'WPB STUB CANAL ' (1)
'45TH STREET ' (1) ·
'45th Street CR-702' (1) ·
'AUSTRALIAN AVE NB ' (1) ·
'AUSTRALIAN AVE SB ' (1) ·
'BELVEDERE RD ' (1) ·
'CONGRESS AVE ' (1) ·
'FLORIDA MANGO RD ' (1) ·
'Haverhill Road ' (1) ·
'Jog Road ' (1) ·
'KIRK ROAD ' (1) ·
'PALM B LAKE BVD EB' (1) ·
'PALM B LAKE BVD WB' (1) ·
'Pioneer Road ' (1) ·
'PLM BEACH LAKES BL' (1) ·
'Prosperity Farms R' (1) ·
'Riverbend Park Rd ' (1) ·
'SUMMIT BLVD ' (1)
934100 (1) ·
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'0.1MI W OF DIXIE HIGHWAY ' (1) ·
'0.1MI W OF I-95 ' (1) ·
'0.2 MI SOUTH OF 45TH ST ' (1) ·
'0.2 Mi. E OF I-95 ' (1) ·
'0.3 Mi N of 45th St ' (1) ·
'0.3 Mi S of Indiantown Rd' (1) ·
'0.3MI S OF 45TH STREET ' (1) ·
'0.4MI W OF HAVERHILL BLVD' (1) ·
'0.5 Mi. E of Lyons Rd. ' (1) ·
'0.5MI S OF OKEECHOBEE BLV' (1) ·
'0.5MI S OF P.B. LAKES BLV' (1) ·
'0.6Mi W OF AUSTRALIAN AVE' (1) ·
'0.7MI S OF 45TH STREET ' (1) ·
'0.7Mi S OF CR-702/45TH ST' (1) ·
'0.8Mi. N of PGA Blvd. ' (1) ·
'1.0 M West of Haverhill R' (1) ·
'2.6 Mi. S of SR-710 ' (1) ·
'AT SR-80 SOUTHERN BLVD ' (1)
26394749 (1) ·
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80065835 (1) ·
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80082890 (1) ·
80102610 (1) ·
80104200 (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 not over waterway. (1)
Showing below up to 22 results in range #1 to #22.
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