Drilldown: bridge data
From Indian River Lagoon Project
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15155 (1) ·
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'14TH STREET CANAL ' (1) ·
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'St. Sebastian River ' (1)
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'49th St Lindsey Rd' (1) ·
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'5th Street ' (1) ·
'5th Street SW ' (1) ·
'66th Avenue ' (1) ·
'COUNTRY CLUB DRIVE' (1) ·
'COUNTY RD 507 ' (1) ·
'CR 613 (58TH AVE) ' (1) ·
'CR-512 ' (1) ·
'CR-603-IND RIV BLV' (1) ·
'CR-606 Oslo Rd ' (1) ·
'CR-609 (82nd Ave.)' (1) ·
'CR-611 (45th ST.) ' (1) ·
'CR-611 43RD AVE. ' (1) ·
'CR-612 8th Street ' (1) ·
'CR-613 (58TH AVE.)' (1) ·
'CR605 Old Dixie ' (1) ·
'Emerson Ave 27th A' (1) ·
'INDIAN RIV BLVD NB' (1) ·
'INDIAN RIV BLVD SB' (1) ·
'Oslo Rd (CR-606) ' (1) ·
'Sebastian Blvd EB ' (1) ·
'Sebastian Blvd WB ' (1)
880076 (1) ·
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'0.2 MILE WEST OF US-1 ' (1) ·
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'0.4MI. N OF SR-60 ' (1) ·
'0.7Mi South of SR-60 ' (1) ·
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'1.4MI NORTH OF US-1 ' (1) ·
'1.6 Miles East of 58th Av' (1) ·
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'2.6 MILES S OF SR-60 ' (1) ·
'2.8 MI East of I-95 ' (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) ·
'4.2MI N OF CR-512 ' (1) ·
'50FT. S OF 30TH STREET ' (1) ·
'56th Place North ' (1) ·
'5th St. SW at CR-611 ' (1) ·
'7MI NORTH OF SR-60 ' (1) ·
'80ft. East of 66th Ave. ' (1) ·
'9.2MI N OF SR-60 ' (1) ·
'At 58th Ave ' (1) ·
'At 74th Avenue ' (1) ·
'At CR-611 - 43rd Ave ' (1) ·
'At CR-613 ' (1) ·
'At CR-613 - 58th Ave ' (1) ·
'At CR-613 (58th Ave.) ' (1) ·
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'At CR-615 (66th Ave) ' (1) ·
'At CR-615 (66th Avenue) ' (1)
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0 (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)
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 with "unknown" foundation that has not been evaluated for scour. Until risk can be determined, a plan of action should be developed and implemented to reduce the risk to users from abridge failure during and immediately after a flood event. (1)
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7287 (1) ·
8352 (1) ·
87 (1)
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