Drilldown: bridge data
From Indian River Lagoon Project
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bridge data > Built 027 :
1960 or
1987
& Channel 061:
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.
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17890 (1) ·
19468 (1)
'14TH STREET CANAL ' (1) ·
'Beamer's Ditch ' (1) ·
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'C-51 Canal ' (1) ·
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'0.2 MI W of CONGRESS AVE ' (1) ·
'0.25 mi N of Valkaria Rd ' (1) ·
'0.2MI E OF US-441 (SR-7) ' (1) ·
'0.2MI S of FOREST HILL BV' (1) ·
'0.3 mile South of SR 706 ' (1) ·
'0.3M W of ALT A1A(SR-811)' (1) ·
'0.3Mi W of Alt-A1A/SR-811' (1) ·
'0.3MI WEST OF CR-507 ' (1) ·
'0.6 mi S of Pt Malabar Bl' (1) ·
'0.8 MILE EAST OF US-1 ' (1) ·
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'1.4MI NORTH OF US-1 ' (1) ·
'100 ft West of Ruffner Rd' (1) ·
'2 miles east of SR-401 ' (1) ·
'2.2 mi West of US-17/92 ' (1) ·
'3.0 Miles West of US-1 ' (1) ·
'3.3 Miles West of US-1 ' (1) ·
'5.2MI S of CR-712 ' (1) ·
'50FT. S OF 30TH STREET ' (1) ·
'At S Military Trail ' (1) ·
'PALMETTO PK RD US-441 SR7' (1) ·
'S of Southrn/Haverhll Int' (1) ·
'South of Ramp to SR 706 ' (1) ·
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'W. of Jensen Bch. Cswy. ' (1)
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81205307 (1)
Deterioration or initial disintegration, minor chloride contamination, cracking with some leaching, or spalls on concrete or masonry walls and slabs. Local minor scouring at curtain walls, wingwalls or pipes. Metal culverts have a smooth curvature, non-symmetrical shape, significant corrosion or moderate pitting. (1) ·
N/A (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 is scour critical; bridge foundations determined to be unstable for assessed or calculated scour conditions: Scour within limits of footing or piles. Scour below spread-footing base or pile tips. (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 27 results in range #1 to #27.
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