Drilldown: bridge data
From Indian River Lagoon Project
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bridge data > Lanes 028a:
4
& Channel 061:
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.
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Banana River Relief (1)
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'SR91 N/S TPK 103.1' (1) ·
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'SR91 N/S TPK 96.55' (1) ·
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'.25 mi East of I-95 ' (1) ·
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'0.76 MI SOUTH OF SR 80 ' (1) ·
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'1.2 MI NO OF LANTANA RD ' (1) ·
'1.2 Mi. East of Lyons Rd.' (1) ·
'1.25mi N of SR-68 ' (1) ·
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'1.6 Mi E of SR-415 ' (1) ·
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'2.6 Mi. S of SR-710 ' (1) ·
'3.0 MI NORTH OF SR-704 ' (1) ·
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'A1A-Port Orange Relief ' (1) ·
'At CR-611 - 43rd Ave ' (1) ·
'At Minton Rd. Intersectn ' (1) ·
'I-4 WB - Padgett Creek ' (1) ·
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'SR-44 - Indian River ' (1) ·
'SR-520 - Banana River ' (1) ·
'SR-A1A over Halifax River' (1) ·
SR-520 - Banana River (1)
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N/A (1) ·
No noticeable or noteworthy deficiencies which affect the condition of the culvert. Insignificant scrape marks caused by drift. (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 (including piles) on dry land well above flood water elevations. (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)
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