Drilldown: bridge data
From Indian River Lagoon Project
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None (1) ·
54175 (1) ·
Atlantis (1) ·
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Boynton Beach (1) ·
Cocoa (1) ·
Delray Beach (1) ·
Greenacres City (1) ·
Holly Hill (1) ·
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New Smyrna Beach (1) ·
North Palm Beach village (1) ·
Palm Beach Gardens (1) ·
Royal Palm Beach village (1) ·
Vero Beach (1) ·
Wellington village (1)
'11th Street Canal ' (1) ·
'BOYNTON CANAL ' (1) ·
'C-51 W.P.B. CANAL ' (1) ·
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'SR-91 (Fl. Tpk.) ' (1) ·
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Six Mile Creek (1)
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'NB US-441 (SR-7) ' (1) ·
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'SR-44 ' (1) ·
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'0.1MI S OF OKEECHOBEE BL ' (1) ·
'0.2 MILE WEST OF US-1 ' (1) ·
'0.3MI E of CONGRESS AVE. ' (1) ·
'0.3MI W OF CONGRESS AVE ' (1) ·
'0.7 mi south of PGA Blvd.' (1) ·
'0.7MI N OF BOYNTON BCH BL' (1) ·
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'0.9 MI N OF LAKE IDA ROAD' (1) ·
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'2.3mi N on Indian Lake Rd' (1) ·
'20ft. E of 58th Ave/CR613' (1) ·
'4 miles west of SR 7 ' (1) ·
'At LPGA Blvd. ' (1) ·
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SR-46 over Six Mile Cr (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) ·
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 assessed or calculated scour condition. Scour is determined to be within the limits of footing or piles by assessment, 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 not over waterway. (1)
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