Drilldown: bridge data
From Indian River Lagoon Project
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bridge data > Width 052:
17
& Channel 061:
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.
Use the filters below to narrow your results.
'C. Stanley Weaver Canal ' (1) ·
'CANAL E-4 ' (1) ·
'G-370 East Inflow Canal ' (1) ·
'G-370 West Inflow Canal ' (1) ·
'ICWW ' (1) ·
'INTRACOASTAL WATERWAY ' (1) ·
'L-30 CANAL ' (1) ·
'L-38 CANAL ' (1) ·
'LAKE MANGONIA CANAL ' (1) ·
'LWDD E-2W CANAL ' (1) ·
'LWDD E-4 CANAL ' (1) ·
'LWDD L-38 CANAL ' (1) ·
'LWDD LATERAL 30 CANAL ' (1) ·
'LWDD LATERAL 32 CANAL ' (1) ·
'SOUTH RELIEF CANAL ' (1) ·
'SR-91 TPK & BOCA RIO RD.' (1) ·
'SR-91/TPK & BOCA RIO RD.' (1)
'20TH AVENUE ' (1) ·
'CLINT MOORE RD. EB' (1) ·
'CONGRESS AVE NB ' (1) ·
'DONALD ROSS RD EB ' (1) ·
'DONALD ROSS RD WB ' (1) ·
'GATEWAY BLVD (EB) ' (1) ·
'JOG ROAD SB ' (1) ·
'MILITARY TR. NB ' (1) ·
'MILITARY TRAIL NB ' (1) ·
'MILITARY TRAIL SB ' (1) ·
'PALM B LAKE BVD WB' (1) ·
'PALMETTO PK RD(EB)' (1) ·
'PALMETTO PK RD(WB)' (1) ·
'SR AIA ' (1) ·
'SR804 E Ocean Ave.' (1) ·
'SW 23RD AVE. ' (1) ·
'US-27 (SR-25) NB ' (1) ·
'US-27 (SR-25) SB ' (1)
884062 (1) ·
930302 (1) ·
930370 (1) ·
930512 (1) ·
930513 (1) ·
934160 (1) ·
934161 (1) ·
934224 (1) ·
934907 (1) ·
934909 (1) ·
934915 (1) ·
934918 (1) ·
934930 (1) ·
934933 (1) ·
934935 (1) ·
934937 (1) ·
934967 (1) ·
935308 (1) ·
940094 (1)
'0.2 MI S OF LAKE IDA ROAD' (1) ·
'0.25 MI. W OF I-95 ' (1) ·
'0.3MI E OF CONGRESS BLVD ' (1) ·
'0.6Mi W OF AUSTRALIAN AVE' (1) ·
'0.7Mi N OF SR-804 ' (1) ·
'0.8 MI N OF LAKE IDA ROAD' (1) ·
'0.8MI WEST OF US-1 ' (1) ·
'0.9 MI N OF LAKE IDA ROAD' (1) ·
'1 Mile S of Boynton Inlet' (1) ·
'1.9 Mile E of US441 ' (1) ·
'1MI N. of CLINT MOORE RD.' (1) ·
'1MI S. OF LINTON BLVD ' (1) ·
'2.6 MILES S OF SR-60 ' (1) ·
'2MI E of SR-7 US-441 ' (1) ·
'5 mi. N Broward Co. line ' (1) ·
'South Causeway over ICWW ' (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)
Showing below up to 19 results in range #1 to #19.
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