Drilldown: bridge data
From Indian River Lagoon Project
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bridge data > Length 049 :
6 or
214
& 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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'.5mi W. of N. Lake Blvd. ' (1) ·
'.75 MI. S. of US-92 ' (1) ·
'0.1MI E of Riveredge Blvd' (1) ·
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'0.5Mi S of COVE RD ' (1) ·
'0.6 Mi S of Flagler Co. ' (1) ·
'0.6mi East of Congress Av' (1) ·
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'0.8 MILE N OF 10TH AVE N ' (1) ·
'0.9mi S of SR-520 ' (1) ·
'1.0 Mi N of SR-40 ' (1) ·
'1.35Mi N of US-192 ' (1) ·
'1.4 Mi N of Brevard Co. ' (1) ·
'1.4 Mi N of SR-40 ' (1) ·
'1.5 Mi East of I-95 ' (1) ·
'1.5 Mi. S of SR-514 ' (1) ·
'2.35MI E OF HENDRY CO LIN' (1) ·
'3.0 miles North of SR-40 ' (1) ·
'4.6MI W OF US-1 ' (1) ·
'40ft. E. of SR-5A ' (1) ·
'5.5 Mile West of I-95 ' (1) ·
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'7.3 Mi N of US-17 ' (1) ·
'8th St West of SR-5A ' (1) ·
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'SR-60 East of 66 Ave ' (1) ·
1.2 Mi S of Wickham R. (1) ·
1.5 MI S of Wickham Rd (1) ·
4.2 Mi N of Sebastian River (1)
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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) ·
No deficiencies (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 foundations determined to be stable for the assessed or calculated scour condition. Scour is determined to be above top of footing by assessment, by calculation 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 by assessment, by calculation or by installation of properly designed countermeasures. (1)
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954 (1)
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