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.
'BARBARA BASIN ' (1) ·
'BRANCH OF INDIAN RIVER ' (1) ·
'C-51 CANAL ' (1) ·
'Canal C-51 ' (1) ·
'E-1 Canal ' (1) ·
'Goat Creek ' (1) ·
'L-8 CANAL ' (1) ·
'LAKE CLARKE CHANNEL ' (1) ·
'LAKE WORTH ' (1) ·
'LAKE WORTH TRIBUTARY ' (1) ·
'LWDD CANAL L-9 ' (1) ·
'LWDD L-7 CANAL ' (1) ·
'NORTH PALM BCH WATERWAY ' (1) ·
'TIDAL CANAL ' (1)
'FLYING COW ROAD ' (1) ·
'Gradick Drive ' (1) ·
'IBIS WAY ' (1) ·
'ISLAND RD. ' (1) ·
'ISLAND ROAD ' (1) ·
'LIGHTHOUSE DRIVE ' (1) ·
'LittleRanchesTrail' (1) ·
'MEDITERRANEAN RD ' (1) ·
'PINETREE LANE ' (1) ·
'SIMARA STREET ' (1) ·
'Stribling Way ' (1) ·
'Tadlock Ave. ' (1) ·
'Valkaria Road ' (1) ·
'WEST LAKE DRIVE ' (1)
704095 (1) ·
704096 (1) ·
704191 (1) ·
895501 (1) ·
895504 (1) ·
895505 (1) ·
934292 (1) ·
934301 (1) ·
935920 (1) ·
936261 (1) ·
936262 (1) ·
936263 (1) ·
936264 (1) ·
936550 (1) ·
936801 (1) ·
936802 (1)
'0.04MI S OF FOREST HILL ' (1) ·
'0.1MI WEST OF A1A ' (1) ·
'0.25 mi N of Valkaria Rd ' (1) ·
'0.25MI E OF SEWALLS PT RD' (1) ·
'0.2Mi. W of Valkaria Rd. ' (1) ·
'0.3MI E OF PROSPERITY FAR' (1) ·
'0.4MI W of S. COUNTY ROAD' (1) ·
'0.5 MI S of FOREST HILL ' (1) ·
'1 MI S OF FOREST HILL BVD' (1) ·
'1.7 MI S OF FOREST HILL ' (1) ·
'100FT Eof SEWALLS PT. RD.' (1) ·
'2.5 Miles West of US-1 ' (1) ·
'650FT E OF SEWALLS PT. RD' (1) ·
'AT SR-80 ' (1) ·
'South Side of US-98 ' (1) ·
'StriblingWay ovr E-1canal' (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) ·
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) ·
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 16 results in range #1 to #16.
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