Drilldown: bridge data
From Indian River Lagoon Project
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'BOYNTON CANAL C-16 ' (1) ·
'Canal ' (1) ·
'CANAL E-1 ' (1) ·
'Cnl.Trib. to Turnbull Ck' (1) ·
'CYPRESS CREEK ' (1) ·
'Drainage Ditch ' (1) ·
'E 3.5 AIRPORT CANAL ' (1) ·
'Header Canal ' (1) ·
'HYPOLUXO ISLAND LAGOON ' (1) ·
'INTRACOASTAL WATERWAY ' (1) ·
'Lateral A Canal ' (1) ·
'LATERAL E DRAIN CANAL ' (1) ·
'LWDD E-1 CANAL ' (1) ·
'LWDD E-3 CANAL ' (1) ·
'Nav. Banana River Canal ' (1) ·
'ROEBUCK CREEK ' (1) ·
'SFC DIST CANAL NO 1 ' (1) ·
'Sykes Creek ' (1) ·
'Trib To Turnbull Creek ' (1)
'16th St/College Ln' (1) ·
'27TH STREET ' (1) ·
'ARMONE PLACE ' (1) ·
'BUCKSKIN TRAIL ' (1) ·
'CHERRY ROAD ' (1) ·
'CR-68 (Orange Ave)' (1) ·
'DONALD ROSS RD EB ' (1) ·
'DONALD ROSS RD WB ' (1) ·
'EAST OCEAN AVE. ' (1) ·
'Girard Blvd. ' (1) ·
'HARRIS RD ' (1) ·
'LAWRENCE ROAD ' (1) ·
'LOCKS ROAD ' (1) ·
'PALOMINO DRIVE ' (1) ·
'PIONEER ROAD ' (1) ·
'PIPER'S GLEN ROAD ' (1) ·
'Richland Ave ' (1) ·
'S. Burnett Rd ' (1) ·
'Williams Road ' (1) ·
'Willowood Drive ' (1)
704013 (1) ·
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'.21 E of Minton Rd. ' (1) ·
'0.1 mi W of Banana Rvr Dr' (1) ·
'0.2 MILE WEST OF US-1 ' (1) ·
'0.25 W of Turnbull Bay Rd' (1) ·
'0.2MI WEST OF OF A1A ' (1) ·
'0.4 mile East of SR-3 ' (1) ·
'0.4 MILE EAST OF SR-809 ' (1) ·
'0.5 MI WEST OF SR-809 ' (1) ·
'0.5Mi W of SR-76 ' (1) ·
'0.8Mi N OF BOYNTON BCH B ' (1) ·
'0.8MI N OF LAKEWORTH BLVD' (1) ·
'0.8MI WEST OF US-1 ' (1) ·
'0.9 mile North of CR-40A ' (1) ·
'1.1MI W OF US-1 ' (1) ·
'150ft. W of WILDWOOD DR ' (1) ·
'4MI W OF FL TRNPK ' (1) ·
'82FT EAST OF SR-7 ' (1) ·
'At Pluckebaum Rd ' (1) ·
'AT SR-7 US-441 ' (1) ·
'AT TEDDAR ROAD ' (1) ·
'Inter 66th Ave/College Ln' (1)
26295449 (1) ·
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80575726 (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)
N/A (1) ·
No noticeable or noteworthy deficiencies which affect the condition of the culvert. Insignificant scrape marks caused by drift. (1) ·
Shrinkage cracks, light scaling and insignificant spalling which does not expose reinforcing steel. Insignificant damage caused by drift with no misalignment and not requiring corrective action. Some minor scouring has occured near curtain walls, wingwalls or pipes. Metal culverts have a smooth symmetrical curvature with superficial corrosion and no pitting. (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 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 23 results in range #1 to #23.
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