Drilldown: bridge data
From Indian River Lagoon Project
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'CR-606 Oslo Rd ' (1) ·
'CR-611 43RD AVE. ' (1) ·
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'CR-613 (58TH AVE.)' (1) ·
'CR-619 82ND AVE. ' (1) ·
'EB SR60 ' (1) ·
'Emerson Ave 27th A' (1) ·
'INDIAN RIV BLVD NB' (1) ·
'INDIAN RIV BLVD SB' (1) ·
'NW 27TH AVE. ' (1) ·
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'SR-60 Osceola Blvd' (1) ·
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'SR-656 (17th St.) ' (1) ·
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'VETERANS WALK ' (1)
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'0.1 Mile West of A1A ' (1) ·
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'0.4Mi. North of SR-60 ' (1) ·
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'0.75 Mile North of SR-60 ' (1) ·
'1.1MI N OF SR-60 ' (1) ·
'1.4MI NORTH OF US-1 ' (1) ·
'100Ft. South of Bay Drive' (1) ·
'130ft. S of Aviation Blvd' (1) ·
'1MI NORTH OF SR-60 ' (1) ·
'2.25Mi. W of US-1 ' (1) ·
'2.6 MILES S OF SR-60 ' (1) ·
'2.8MI S OF SR-60 ' (1) ·
'20ft. E of 58th Ave/CR613' (1) ·
'250ft North of SR-60 ' (1) ·
'30ft. E of 58th Ave/CR613' (1) ·
'33FT E OF CR-611 43RD AVE' (1) ·
'50FT. S OF 30TH STREET ' (1) ·
'At 58th Ave ' (1) ·
'At CR-613 ' (1) ·
'At CR-613 - 58th Ave ' (1) ·
'At CR-613 (58th Ave.) ' (1) ·
'AT CR-615 - 66TH AVE ' (1) ·
'CR-615 (66TH AVE.) ' (1) ·
'INSIDE RIVERSIDE PARK ' (1) ·
'Inter 66th Ave/College Ln' (1) ·
'SR-60 1.6MILES W. OF A1A ' (1) ·
'SR-60 East of 66 Ave ' (1) ·
'SR60 1.6Miles W. of A1A ' (1)
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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) ·
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) ·
No noticeable or noteworthy deficiencies which affect the condition of the channel. (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) ·
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 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)
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900 (1)
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