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.
'ARCHIES CREEK ' (1) ·
'C-17 CANAL ' (1) ·
'CANAL ' (1) ·
'CANAL E-4 ' (1) ·
'Canal No. 1 (Rim Canal) ' (1) ·
'DRAINAGE CANAL ' (1) ·
'FIVE MILE CREEK ' (1) ·
'HALF MILE LAKE ' (1) ·
'HOWARD CREEK ' (1) ·
'JONES CREEK ' (1) ·
'KELLER CANAL ' (1) ·
'L.W.D.D. #10 ' (1) ·
'L.W.D.D. #9 ' (1) ·
'LWDD E-4 CANAL ' (1) ·
'NORTH PALM BCH WATERWAY ' (1) ·
'RETENTION POND ' (1) ·
'RIM DITCH CANAL C-24 ' (1) ·
'ROEBUCK CREEK ' (1) ·
'SEBASTIAN RIVER PRONG ' (1) ·
'SIMS CREEK ' (1)
'BUCKSKIN TRAIL ' (1) ·
'CENTER DRIVE ' (1) ·
'CENTER STREET ' (1) ·
'CR-505 ROSELAND RD' (1) ·
'CR-510 WABASSO RD ' (1) ·
'DAVIS ROAD ' (1) ·
'DYER PARK ROAD ' (1) ·
'KELLER ROAD ' (1) ·
'KIRBY LOOP ROAD ' (1) ·
'LIGHTHOUSE DRIVE ' (1) ·
'McClure Road ' (1) ·
'MISSION HILL ROAD ' (1) ·
'PINE LAKE ROAD ' (1) ·
'PROSPERITY FARM RD' (1) ·
'PROSPERITY FARMS R' (1) ·
'SR-710 Beeline Hwy' (1) ·
'SR91 SB TPK 142.2 ' (1) ·
'WESTMORELAND BLVD ' (1)
880063 (1) ·
884019 (1) ·
890090 (1) ·
894001 (1) ·
894051 (1) ·
934116 (1) ·
934137 (1) ·
934140 (1) ·
934146 (1) ·
934147 (1) ·
934357 (1) ·
935305 (1) ·
936350 (1) ·
936550 (1) ·
936701 (1) ·
937201 (1) ·
937202 (1) ·
940049 (1) ·
940067 (1) ·
945250 (1)
'0.1MI W of HAVERHILL RD. ' (1) ·
'0.2 MI W of I-95 ' (1) ·
'0.3MI E OF PROSPERITY FAR' (1) ·
'0.3MI N of 10TH AVE N ' (1) ·
'0.3MI N OF N. LAKE BLVD. ' (1) ·
'0.6MI EAST OF MCNEIL ROAD' (1) ·
'0.6MI NE OF INDIANTOWN RD' (1) ·
'0.6MI W OF US-1 ' (1) ·
'0.8 MILE N OF 10TH AVE N ' (1) ·
'0.8MI E of INDIANTOWN RD ' (1) ·
'0.8Mi S of BRITT ROAD ' (1) ·
'0.9 MILE N OF PGA BLVD. ' (1) ·
'1.2MI S PORT ST LUCIE BLV' (1) ·
'1.7MI N OF CR-512 ' (1) ·
'100FT E OF SOUTH LAKE DR ' (1) ·
'150ft. W of WILDWOOD DR ' (1) ·
'1MI SW OF US-441 ' (1) ·
'3.6 Miles West Of US-1 ' (1) ·
'8.9 miles west of SR-76 ' (1) ·
'IN JOHN PRINCE PARK ' (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)
Deterioration or initial disintegration, minor chloride contamination, cracking with some leaching, or spalls on concrete or masonry walls and slabs. Local minor scouring at curtain walls, wingwalls or pipes. Metal culverts have a smooth curvature, non-symmetrical shape, significant corrosion or moderate pitting. (1) ·
N/A (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 with "unknown" foundation that has not been evaluated for scour. Until risk can be determined, a plan of action should be developed and implemented to reduce the risk to users from abridge failure during and immediately after a flood event. (1)
Showing below up to 20 results in range #1 to #20.