Drilldown: bridge data
From Indian River Lagoon Project
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Use the filters below to narrow your results.
'27th Street ' (1) ·
'East Island Access' (1) ·
'EB US 98 SR 80 ' (1) ·
'Golfview Ave ' (1) ·
'Golfview Avenue ' (1) ·
'Loxahatchee Rvr Rd' (1) ·
'Melaleuca Lane ' (1) ·
'Spanish River Blvd' (1) ·
'SR-520 EB ' (1) ·
'SR-520 WB ' (1) ·
'SR-A1A (Ocean Ave)' (1) ·
'WB US 98 SR 80 ' (1) ·
'West Island Access' (1)
700219 (1) ·
700220 (1) ·
704099 (1) ·
704100 (1) ·
884077 (1) ·
890148 (1) ·
890149 (1) ·
890150 (1) ·
930461 (1) ·
930524 (1) ·
934179 (1) ·
934361 (1) ·
935223 (1)
'.2 mi. N of Port St. John' (1) ·
'.9 Mi. N of Port St. John' (1) ·
'0.25 Mile N of Center St.' (1) ·
'0.3Mi E of Military Trail' (1) ·
'1.1Mi W of Miltiary Trail' (1) ·
'130ft. S of Aviation Blvd' (1) ·
'4.03Miles E of SR5 on A1A' (1) ·
'East of Ernest Lyons Bri.' (1) ·
'SR 80/ I-95 interchange ' (1) ·
'SR-520 EB - Banana River ' (1) ·
'SR-520 WB - Banana River ' (1) ·
'West of Ernest Lyons Bri.' (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)
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 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 13 results in range #1 to #13.
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