Drilldown: bridge data
From Indian River Lagoon Project
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Use the filters below to narrow your results.
'16th Street ' (1) ·
'Big Tree Road ' (1) ·
'Central Blvd. ' (1) ·
'Croton Road ' (1) ·
'FLEMING STREET ' (1) ·
'Golfview Ave ' (1) ·
'Golfview Avenue ' (1) ·
'HURON WAY ' (1) ·
'LYONS ROAD ' (1) ·
'MONET ROAD ' (1) ·
'SE HARBOR ISLAND ' (1) ·
'SPANISH ISLES BLVD' (1) ·
'SR-5A ' (1) ·
'STAR ISLAND WAY ' (1) ·
'Truck Trail #12 ' (1) ·
'West Farms Road ' (1)
704099 (1) ·
704100 (1) ·
704176 (1) ·
790183 (1) ·
790800 (1) ·
794154 (1) ·
884081 (1) ·
885604 (1) ·
894017 (1) ·
894018 (1) ·
894048 (1) ·
894056 (1) ·
934175 (1) ·
934313 (1) ·
934905 (1) ·
936551 (1)
'.2 mi. N of Port St. John' (1) ·
'.9 Mi. N of Port St. John' (1) ·
'0.1Mi E of ONTARIO DRIVE ' (1) ·
'0.2 Mile S of Aurora Road' (1) ·
'0.2Mi E of GOMEZ AVE. ' (1) ·
'0.2MI E OF PROSPERITY FM ' (1) ·
'0.2MI E OF US-441 (SR-7) ' (1) ·
'0.3Mi E of GOMEZ AVE. ' (1) ·
'0.3MI N of CR 512 ' (1) ·
'0.4 Mi. S. of Beville Rd ' (1) ·
'0.8MI N OF LANTANA ROAD ' (1) ·
'0.95 MI N of PGA Blvd. ' (1) ·
'1.0 Mile West of SR-710 ' (1) ·
'At 74th Avenue ' (1) ·
'Lake George Conservation ' (1) ·
'SR-5A - Big Tree Rd ' (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)
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 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) ·
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 16 results in range #1 to #16.
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