Drilldown: bridge data
From Indian River Lagoon Project
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Use the filters below to narrow your results.
'12th Street ' (1) ·
'13th Street SW ' (1) ·
'16TH ST ' (1) ·
'16th St/College Ln' (1) ·
'1st St SW ' (1) ·
'27TH STREET ' (1) ·
'34th Avenue ' (1) ·
'4th Street ' (1) ·
'5th Street ' (1) ·
'Bay Drive ' (1) ·
'CR-606 Oslo Rd ' (1) ·
'CR-611 43RD AVE. ' (1) ·
'CR-612 8th Street ' (1) ·
'CR-613 (58TH AVE.)' (1) ·
'NW 27TH AVE. ' (1) ·
'River Drive ' (1) ·
'SR-60 ' (1) ·
'VETERANS WALK ' (1)
880106 (1) ·
884056 (1) ·
884065 (1) ·
884066 (1) ·
884069 (1) ·
884071 (1) ·
884072 (1) ·
884073 (1) ·
884074 (1) ·
884075 (1) ·
884077 (1) ·
884084 (1) ·
884105 (1) ·
885808 (1) ·
885809 (1) ·
885810 (1) ·
885811 (1) ·
885812 (1) ·
885813 (1)
'0.1 Mile West of A1A ' (1) ·
'0.2 MILE WEST OF US-1 ' (1) ·
'0.3 Miles North of SR 60 ' (1) ·
'0.3MI S OF SR-60 ' (1) ·
'0.4Mi. North of SR-60 ' (1) ·
'100Ft. South of Bay Drive' (1) ·
'130ft. S of Aviation Blvd' (1) ·
'20ft. E of 58th Ave/CR613' (1) ·
'250ft North of SR-60 ' (1) ·
'30ft. E of 58th Ave/CR613' (1) ·
'At 58th Ave ' (1) ·
'At CR-613 ' (1) ·
'At CR-613 - 58th Ave ' (1) ·
'At CR-613 (58th Ave.) ' (1) ·
'INSIDE RIVERSIDE PARK ' (1) ·
'Inter 66th Ave/College Ln' (1) ·
'SR-60 East of 66 Ave ' (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)
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)
Showing below up to 19 results in range #1 to #19.
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