Drilldown: bridge data
From Indian River Lagoon Project
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'CR-619 82ND AVE. ' (1) ·
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'0.1 MILE NORTH OF SR-714 ' (1) ·
'0.1MI E of SW 9TH AVE ' (1) ·
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'0.2 MI W of CONGRESS AVE ' (1) ·
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'0.2MI W OF I-95 ' (1) ·
'0.3MI E of SR-7 (US-441) ' (1) ·
'0.5MI W of N DIXIE HWY ' (1) ·
'0.5MI W OF MILITARY TRAIL' (1) ·
'0.5MI W of N DIXIE HIGHWY' (1) ·
'0.6 mi North of Taylor Rd' (1) ·
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'0.6MI S of SW96 ST(CR76A)' (1) ·
'0.9 MILES WEST OF TPK ' (1) ·
'1 mi N Palm Bch Lake Blvd' (1) ·
'1 Mile East of Jog Rd. ' (1) ·
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'1.9 Mi E of US-441 ' (1) ·
'1.9 Mile E of US441 ' (1) ·
'1.9 Miles East of US-441 ' (1) ·
'1MI W OF CR-615 ' (1) ·
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'1mi. east of Jog Rd. ' (1) ·
'2.6MI N OF SR-60 ' (1) ·
'200FT N of NW 22ND STR ' (1) ·
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'3MI W OF CR-615 ' (1) ·
'7.4Mi N. of Palm Beach Co' (1) ·
'At CR-611 - 43rd Ave ' (1) ·
'AT CR-615 (66TH AVE.) ' (1) ·
'AT SALERNO ROAD AND A1A ' (1) ·
'PALMETTO PK RD US-441 SR7' (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 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)
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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