Drilldown: bridge data
From Indian River Lagoon Project
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'Lateral Canal A ' (1) ·
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'LWDD E-3 CANAL ' (1) ·
'LWDD LAT CANAL 17 ' (1) ·
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'Miller Creek ' (1) ·
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'North Relief Canal ' (1) ·
'RANGE LINE CANAL ' (1) ·
'ROEBUCK CREEK ' (1) ·
'SCOTTS CANAL ' (1) ·
'Sweetwater Creek ' (1) ·
'Sykes Creek ' (1) ·
'Trib to Spruce Creek ' (1) ·
'Tributary to Spruce Crk ' (1) ·
'WARNER CREEK ' (1)
'21ST ST SW ' (1) ·
'CAMINO REAL ' (1) ·
'CARLTON RD (CR613)' (1) ·
'CONGRESS AVE NB ' (1) ·
'CR-508 (69TH ST.) ' (1) ·
'CR-611 43RD AVE. ' (1) ·
'CR611B(EDWARDS RD)' (1) ·
'HAGEN RANCH ROAD ' (1) ·
'INDIAN RIVER DRIVE' (1) ·
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'SR-60 ' (1) ·
'Tomoka Farms Rd ' (1) ·
'TROPICALIA AVE. ' (1) ·
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'.7 mi S of Taylor Rd ' (1) ·
'0.1MI S of SEAWAY DR A1A ' (1) ·
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'0.2Mi E of CR-723 ' (1) ·
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'0.6Mi S OF CR-812 ' (1) ·
'0.6Mi. W of SR-A1A ' (1) ·
'0.75 mi. E. of I-95 ' (1) ·
'0.8MI N OF BOYNTON BCH BD' (1) ·
'0.9 Mi North of CR-4118 ' (1) ·
'1MI W OF CR-615 ' (1) ·
'1MI E of MCNEIL ROAD ' (1) ·
'1MI W of SR809 MIL. TRL ' (1) ·
'2.1MI S of SR-70 ' (1) ·
'250ft North of SR-60 ' (1) ·
'3.75 Miles North of SR-60' (1) ·
'33FT E OF CR-611 43RD AVE' (1) ·
'3MI S of SR-70 ' (1) ·
'CR-615 (66TH AVE.) ' (1) ·
'Palm Beach - Broward Line' (1) ·
'SR-3 SB over Barge Canal ' (1) ·
'SR-520 - Sykes Creek ' (1) ·
'SR-60 East of 66 Ave ' (1) ·
'US-1 over Elbow Creek ' (1) ·
'US-1- Eau Gallie River ' (1)
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950 (1)
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 being eroded. River control devices and/or embankment have major damage. Trees and brush restrict the channel. (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)
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)
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