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.
'66th Avenue ' (1) ·
'Benoist Farms Rd ' (1) ·
'BRANT DR/CARL BOTT' (1) ·
'CAMINO GARDENS EB ' (1) ·
'CAMINO GARDENS WB ' (1) ·
'EB North Lake Blvd' (1) ·
'Esplanade Avenue ' (1) ·
'GATEWAY BLVD (EB) ' (1) ·
'GATEWAY BLVD (WB) ' (1) ·
'NORTHLAKE BLVD(EB)' (1) ·
'NORTHLAKE BLVD(WB)' (1) ·
'PALMETTO PK RD EB ' (1) ·
'PALMETTO PK RD WB ' (1) ·
'SR-404 EB ' (1) ·
'TEQUESTA DRIVE ' (1) ·
'US-1 (SR-5) ' (1) ·
'WB N. Lake Blvd. ' (1)
700144 (1) ·
796413 (1) ·
884099 (1) ·
930006 (1) ·
930050 (1) ·
930195 (1) ·
934148 (1) ·
934149 (1) ·
934464 (1) ·
934465 (1) ·
934711 (1) ·
935209 (1) ·
935210 (1) ·
935307 (1) ·
935308 (1) ·
935501 (1) ·
936776 (1)
'.2MI S of LINDELL BLVD ' (1) ·
'0.03Mi E of CYPRESS WAY ' (1) ·
'0.3MI E OF CONGRESS BLVD ' (1) ·
'0.7Mi South of SR-60 ' (1) ·
'0.7MI W OF US-1 ' (1) ·
'0.7MI WEST OF US-1 ' (1) ·
'1.2MI. W of US-1 ' (1) ·
'1.5MI W OF MILITARY TRAIL' (1) ·
'1mi. W of US-1. ' (1) ·
'1mi. West of US-1 ' (1) ·
'200FT N/O Cap Diville Ave' (1) ·
'Benoist Farms Rd at SR-80' (1) ·
'No. City Line Boca Raton ' (1) ·
'SR-404 EB -Indian Riv Rel' (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 being eroded. River control devices and/or embankment have major damage. Trees and brush restrict the channel. (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 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 not over waterway. (1)
Showing below up to 17 results in range #1 to #17.
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