Drilldown: bridge data
From Indian River Lagoon Project
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Use the filters below to narrow your results.
'ARCHIES CREEK ' (1) ·
'CHENEY WAY/CSX RR ' (1) ·
'CSX RAILROAD ' (1) ·
'CYPRESS CREEK ' (1) ·
'DIRT FARM ROAD ' (1) ·
'E-4 CANAL ' (1) ·
'FLORIDA TURNPIKE ' (1) ·
'L-30 CANAL ' (1) ·
'LAKE MANGONIA CANAL ' (1) ·
'LWDD E-3 CANAL ' (1) ·
'LWDD L-14 Cnl ' (1) ·
'LWDD L-38 CANAL ' (1) ·
'LWDD LAT CANAL 17 ' (1) ·
'LWDD LATERAL 14 CANAL ' (1) ·
'M-1 CANAL ' (1) ·
'WILLOUGHBY CREEK ' (1)
'CONGRESS AVE (NB) ' (1) ·
'CONGRESS AVE (SB) ' (1) ·
'CONGRESS AVE NB ' (1) ·
'DONALD ROSS RD EB ' (1) ·
'DONALD ROSS RD WB ' (1) ·
'Haverhill Rd ' (1) ·
'INDIAN STREET ' (1) ·
'LINTON BLVD. ' (1) ·
'LYONS ROAD ' (1) ·
'MILITARY TRAIL NB ' (1) ·
'MILITARY TRAIL SB ' (1) ·
'MINER RD. ' (1) ·
'NORTHLAKE BLVD(EB)' (1) ·
'NORTHLAKE BLVD(WB)' (1) ·
'OKEECHOBEE RD WB ' (1) ·
'PALM B LAKE BVD EB' (1) ·
'PLM BEACH LAKES BL' (1) ·
'PROSPERITY FARM RD' (1) ·
'SW 18TH STREET WB ' (1)
894040 (1) ·
934128 (1) ·
934129 (1) ·
934137 (1) ·
934148 (1) ·
934149 (1) ·
934155 (1) ·
934156 (1) ·
934222 (1) ·
934313 (1) ·
934332 (1) ·
934359 (1) ·
934483 (1) ·
934901 (1) ·
934916 (1) ·
934936 (1) ·
934942 (1) ·
937706 (1) ·
937709 (1)
'0.1MI W OF DIXIE HIGHWAY ' (1) ·
'0.2MI W OF ROYAL P.B. BLV' (1) ·
'0.3MI E of CONGRESS AVE. ' (1) ·
'0.4MI S of Melaleuca Ln ' (1) ·
'0.5MI N OF 45TH STREET ' (1) ·
'0.6Mi S OF CR-812 ' (1) ·
'0.6Mi W OF AUSTRALIAN AVE' (1) ·
'0.7MI E of DIXIE HWY A1A ' (1) ·
'0.8MI N OF LANTANA ROAD ' (1) ·
'0.8Mi W of JOG/CARTER RD.' (1) ·
'0.9 MILE N OF PGA BLVD. ' (1) ·
'0.9MI N OF LAKE IDA ROAD ' (1) ·
'1.1MI W OF US-1 ' (1) ·
'1.5MI W OF MILITARY TRAIL' (1) ·
'1MI N OF CLINT MOORE RD ' (1) ·
'ADJ W SIDE MILITARY TRAIL' (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) ·
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 19 results in range #1 to #19.
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