Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
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Use the filters below to narrow your results.
'BUCCANEER CANAL ' (1) ·
'BUTTERFLY CANAL ' (1) ·
'C-51 Canal ' (1) ·
'CAMINO CANAL ' (1) ·
'FISHTAIL CANAL ' (1) ·
'Indian River ' (1) ·
'Lake Worth Creek Canal ' (1) ·
'LIPTOG CANAL ' (1) ·
'LWDD LAT 30 CANAL ' (1) ·
'OCEAN CANAL L-13 ' (1) ·
'RELIEF CANAL ' (1) ·
'Turkey Creek ' (1) ·
'WEST PALM BEACH CANAL ' (1)
'36TH STREET ' (1) ·
'BARWICK RD ' (1) ·
'CYPRESS WAY ' (1) ·
'DATE PALM RD ' (1) ·
'DATE PALM ROAD ' (1) ·
'HICKORY DRIVE ' (1) ·
'NBSR807 to EBSR80 ' (1) ·
'Port Malabar Bl EB' (1) ·
'SAM SENTER RD ' (1) ·
'SB SR 5 (US-1) ' (1) ·
'SR-510 Wabasso Rd ' (1) ·
'SR510 Wabasso Road' (1) ·
'VILLAGE BLVD (NB) ' (1)
705910 (1) ·
880050 (1) ·
880051 (1) ·
930474 (1) ·
930544 (1) ·
934455 (1) ·
934513 (1) ·
935201 (1) ·
935202 (1) ·
935203 (1) ·
935205 (1) ·
937006 (1) ·
937704 (1) ·
937711 (1)
'0.1 MI S OF PGA BLVD ' (1) ·
'0.1MI S of CAMINO GARDEN ' (1) ·
'0.25 N of SR 706 ' (1) ·
'0.3MI S of ROYAL PALM WAY' (1) ·
'0.4 MILE S OF ROYAL PALM ' (1) ·
'0.4M S OF ROYAL PALM ' (1) ·
'0.7Mi East of US-1 ' (1) ·
'0.7MI N OF LAKE IDA ROAD ' (1) ·
'1.2MI East of US-1 ' (1) ·
'1.6 miles East of SR-507 ' (1) ·
'2Mi S of 45TH ST CR-702 ' (1) ·
'650FT E OF AUSTRALIAN AVE' (1) ·
'6MI E OF BELLE GLADE ' (1) ·
'SE quadrant PB Int Airpt ' (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) ·
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)
Showing below up to 14 results in range #1 to #14.
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