Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
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- bridge (13)
- bridge data (1468)
- definition (254)
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- repository (98)
- timeline (19)
- weblink (123)
Use the filters below to narrow your results.
'C-37 Canal ' (1) ·
'Canal C-47 ' (1) ·
'Canal C-48 ' (1) ·
'Grant Canal ' (1) ·
'LK OSBORNE DR& CENTER DR' (1) ·
'LK OSBORNE DR&CENTER DR ' (1) ·
'LWDD E-3 CANAL ' (1) ·
'LWDD E-4 CANAL ' (1) ·
'Melb Tillman Canal 37 ' (1) ·
'Melbourne-Tillman Canal ' (1) ·
'Tillman Canal ' (1) ·
'W.P.B. Canal (C-51) ' (1)
'6TH AVE SO. EB ' (1) ·
'6TH AVE SO. WB ' (1) ·
'Americana Blvd. ' (1) ·
'Aviation Ave. ' (1) ·
'Brittan Avenue ' (1) ·
'Eldron Blvd ' (1) ·
'Emerson Drive ' (1) ·
'I-95 ' (1) ·
'KELLER ROAD ' (1) ·
'Malabar Rd ' (1) ·
'Palm Bay Library ' (1) ·
'PIPER'S GLEN ROAD ' (1) ·
'SR-507 NB ' (1) ·
'SR-805 (Dixie Hwy)' (1)
700101 (1) ·
700185 (1) ·
704256 (1) ·
705906 (1) ·
705908 (1) ·
705914 (1) ·
705915 (1) ·
705918 (1) ·
705953 (1) ·
930373 (1) ·
934302 (1) ·
934307 (1) ·
934940 (1) ·
936350 (1)
'.75 miles South of SR-882' (1) ·
'0.1 mi E of Minton Rd ' (1) ·
'0.2 mi S of Cocoa Street ' (1) ·
'0.2 MI W of I-95 ' (1) ·
'0.4 Mi N of Grant Rd. ' (1) ·
'0.5 MI WEST OF SR-809 ' (1) ·
'0.5 mi N of Malabar Rd. ' (1) ·
'0.6MI W OF I-95 ' (1) ·
'0.6MI WEST OF I-95 ' (1) ·
'1 mi North of Malabar Rd ' (1) ·
'1.0Mi. S of Malabar Rd NE' (1) ·
'100 ft E of Minton Road ' (1) ·
'10ft. E of Minton Road ' (1) ·
'SR-507 NB - Tillman Canal' (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) ·
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 14 results in range #1 to #14.
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