Drilldown: bridge data
From Indian River Lagoon Project
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'BUCCANEER CANAL ' (1) ·
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'BUTTERFLY CANAL ' (1) ·
'CITY OF WPB CANAL ' (1) ·
'City St. & Crane Creek ' (1) ·
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'36TH STREET ' (1) ·
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700006 (1) ·
790030 (1) ·
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937000 (1) ·
937702 (1) ·
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937704 (1)
'.4mi. East of Congress ' (1) ·
'0.1 MI S of LIGHTHOUSE DR' (1) ·
'0.1Mi S OF CR812 LANTANA ' (1) ·
'0.2Mi S of 45TH ST(CR702)' (1) ·
'0.3MI S OF 45TH STREET ' (1) ·
'0.3MI S of ROYAL PALM WAY' (1) ·
'0.4 MILE S OF ROYAL PALM ' (1) ·
'0.4M S OF ROYAL PALM ' (1) ·
'0.5 Mi W of SR-A1A ' (1) ·
'0.6Mi NORTH OF SR-804 ' (1) ·
'1mi. West of US-1 ' (1) ·
'650FT E OF AUSTRALIAN AVE' (1) ·
'Sixth St. & Nova Rd Canal' (1) ·
'SR-46 - St. Johns River ' (1) ·
'US-1 - Crane Cr & City St' (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)
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 15 results in range #1 to #15.
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