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.
'BRANCH OF ICWW ' (1) ·
'C STANLEY WEAVER CANAL ' (1) ·
'C-3 Canal ' (1) ·
'Casa Mar Dr ' (1) ·
'EL RIO CANAL ' (1) ·
'Header Canal ' (1) ·
'Lateral "B" Canal ' (1) ·
'Lateral B Canal ' (1) ·
'LOXAHATCHEE RIV NW FORK ' (1) ·
'LWDD E-3 Canal ' (1) ·
'LWDD L30 Canal ' (1) ·
'M-2 CANAL ' (1) ·
'MAIN RELIEF CANAL ' (1) ·
'ROEBUCK CREEK ' (1) ·
'WARNER CREEK ' (1)
'12th Street ' (1) ·
'4th Street ' (1) ·
'CAMINO REAL ' (1) ·
'CR-606 Oslo Rd ' (1) ·
'CR-611 43RD AVE. ' (1) ·
'CR-68 (Orange Ave)' (1) ·
'Gateway Blvd. ' (1) ·
'Hagen Ranch Road ' (1) ·
'ISLAND WAY ' (1) ·
'JUPITER ISLAND PK ' (1) ·
'Lake Ida Road ' (1) ·
'LOCKS ROAD ' (1) ·
'Lyons Rd ' (1) ·
'OKEECHOBEE BLVD. ' (1) ·
'TROPICALIA AVE. ' (1)
884056 (1) ·
884071 (1) ·
884074 (1) ·
884075 (1) ·
894044 (1) ·
894050 (1) ·
894052 (1) ·
934126 (1) ·
934240 (1) ·
934363 (1) ·
934950 (1) ·
934954 (1) ·
934958 (1) ·
934960 (1) ·
934963 (1) ·
944015 (1)
'0.1MI W OF SEM PRATT WHIT' (1) ·
'0.2Mi E of CR-723 ' (1) ·
'0.4 MI W of US-1 ' (1) ·
'0.5MI N OF JUPITER BCH RD' (1) ·
'0.5Mi N of PLMBCH CO LINE' (1) ·
'0.5Mi W of SR-76 ' (1) ·
'0.5MI W of SR-809 Mil Trl' (1) ·
'0.8MI N OF BOYNTON BCH BD' (1) ·
'1Mi E of CR809/Military T' (1) ·
'2.0 Miles N of SR-806 ' (1) ·
'2.2MI N of Boynton Bch Bl' (1) ·
'250ft North of SR-60 ' (1) ·
'4MI W OF FL TRNPK ' (1) ·
'At CR-613 ' (1) ·
'At CR-613 - 58th Ave ' (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)
N/A (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 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 16 results in range #1 to #16.
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