Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
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- definition (254)
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Use the filters below to narrow your results.
'BELCHER CANAL C-25 ' (1) ·
'BRANCH OF ICWW ' (1) ·
'BUCCANEER CANAL ' (1) ·
'BULLDOG CANAL ' (1) ·
'BUTTERFLY CANAL ' (1) ·
'CITY OF WPB CANAL ' (1) ·
'EARMAN RIVER CANAL C-17 ' (1) ·
'EPB CANAL C-3 ' (1) ·
'FISHTAIL CANAL ' (1) ·
'Halifax River ' (1) ·
'INTRACOASTAL WATERWAY ' (1) ·
'LWDD C-16 CANAL ' (1) ·
'LWDD E-3 CANAL ' (1) ·
'LWDD LAT 16 CANAL ' (1) ·
'WEST PALM BEACH CANAL ' (1)
'36TH STREET ' (1) ·
'53RD STREET ' (1) ·
'AUSTRALIAN AVE NB ' (1) ·
'DATE PALM RD ' (1) ·
'DATE PALM ROAD ' (1) ·
'JUPITER BEACH RD ' (1) ·
'LE CHALET BLVD ' (1) ·
'LINTON BLVD. ' (1) ·
'MAC ARTHUR BLVD ' (1) ·
'Main Street ' (1) ·
'NORTH SHORE DRIVE ' (1) ·
'PROSPERITY FARMSRD' (1) ·
'SEACREST BLVD. ' (1) ·
'SEMINOLE DR ' (1)
794004 (1) ·
930322 (1) ·
934125 (1) ·
934135 (1) ·
934319 (1) ·
934487 (1) ·
934499 (1) ·
935201 (1) ·
935202 (1) ·
935203 (1) ·
937000 (1) ·
937702 (1) ·
937703 (1) ·
937704 (1) ·
940068 (1)
'0.1 MI S of LIGHTHOUSE DR' (1) ·
'0.1Mi S OF CR812 LANTANA ' (1) ·
'0.2MI E OF A1A ' (1) ·
'0.2MI EAST OF US-1 (SR-5)' (1) ·
'0.2Mi S of 45TH ST(CR702)' (1) ·
'0.2MI S OF DONALD ROSS ' (1) ·
'0.3MI S OF 45TH STREET ' (1) ·
'0.3MI S of ROYAL PALM WAY' (1) ·
'0.4 MILE S OF ROYAL PALM ' (1) ·
'0.4M S OF ROYAL PALM ' (1) ·
'0.5 Mi W of SR-A1A ' (1) ·
'0.6Mi NORTH OF SR-804 ' (1) ·
'0.8Mi W OF MILITARY TRAIL' (1) ·
'100FT N ANGLE RD CR-607A ' (1) ·
'650FT E OF AUSTRALIAN AVE' (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)
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 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 15 results in range #1 to #15.
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