Drilldown: bridge data
From Indian River Lagoon Project
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bridge data > Service On 042a:
Highway - Pedestrian
& Kind 043a:
Concrete continuous
& Inspect Date 090:
03-17
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None (1) ·
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Boynton Beach (1) ·
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Fort Pierce (1) ·
Indian Harbour Beach (1) ·
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Jupiter Island (1) ·
Lake Clarke Shores (1) ·
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New Smyrna Beach (1) ·
Port Orange (1) ·
Riviera Beach (1) ·
Royal Palm Beach village (1) ·
Vero Beach (1)
'Banana River ' (1) ·
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'E-2 East Canal ' (1) ·
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Banana River Relief (1)
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'0.1MI N of DONALD ROSS RD' (1) ·
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'0.5 MILES WEST OF SR-809 ' (1) ·
'0.5Mi N of PLMBCH CO LINE' (1) ·
'0.7MI E of DIXIE HWY A1A ' (1) ·
'0.7Mi N OF SR-804 ' (1) ·
'1.4 miles east of I-95 ' (1) ·
'1.5 mi N of SR 68 ' (1) ·
'1.5 mi. N. of SR 68 ' (1) ·
'130ft. S of Aviation Blvd' (1) ·
'2.3 Mi. East of I-95 ' (1) ·
'A1A-Port Orange Relief ' (1) ·
'Belle Glade 1Mi W SR-80 ' (1) ·
'Glades Rd. & Turnpike ' (1) ·
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81010006 (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 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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