Drilldown: bridge data
From Indian River Lagoon Project
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'C-17 CANAL ' (1) ·
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'CR 702 45th Street ' (1) ·
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'LOXAHATCHEE WPB CANAL ' (1) ·
'LWDD E-3 CANAL ' (1) ·
'M CANAL ' (1) ·
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'Palm Beach Lake Blvd ' (1) ·
'Palm Beach Lakes Blvd. ' (1) ·
'SR 882 Forest Hill Blvd ' (1) ·
'SR-91 Turnpike ' (1) ·
'Stub Canal & S.F.R.C. ' (1) ·
'Summit Boulevard ' (1) ·
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'WEST PALM BEACH CANAL ' (1) ·
'WPB Drainage Canal ' (1) ·
'WPB STUB CANAL ' (1)
'45TH STREET ' (1) ·
'45th Street CR-702' (1) ·
'AUSTRALIAN AVE NB ' (1) ·
'AUSTRALIAN AVE SB ' (1) ·
'BELVEDERE RD ' (1) ·
'CENTRE PARK BLVD. ' (1) ·
'CENTRE PK. DR. N. ' (1) ·
'CONGRESS AVE ' (1) ·
'EB Okee. Blvd. ' (1) ·
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'Riverbend Park Rd ' (1) ·
'SR-5/S. Olive Ave.' (1) ·
'SR91 N/S TPK 103.1' (1) ·
'SUMMIT BLVD ' (1) ·
'VILLAGE BLVD (NB) ' (1) ·
'VILLAGE BLVD (SB) ' (1) ·
'W/B S.R. 704 ' (1) ·
'WB Okee. Blvd. ' (1) ·
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'.25 Mi E of AUSTRALIAN ' (1) ·
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'0.5 Mi. E of Lyons Rd. ' (1) ·
'0.5MI S OF P.B. LAKES BLV' (1) ·
'0.6Mi W OF AUSTRALIAN AVE' (1) ·
'0.7MI S OF 45TH STREET ' (1) ·
'0.7Mi S OF CR-702/45TH ST' (1) ·
'0.8Mi. N of PGA Blvd. ' (1) ·
'1 mi N Palm Bch Lake Blvd' (1) ·
'1 mile North of SR 704 ' (1) ·
'1.0 M West of Haverhill R' (1) ·
'2Mi S of 45TH ST CR-702 ' (1) ·
'3.0 MI NORTH OF SR-704 ' (1) ·
'50FT W OF VILLAGE BLVD ' (1) ·
'At Exit 74 ' (1) ·
'Between SR 80 and SR 882 ' (1) ·
'Between SR 882 and SR 80 ' (1) ·
'I-95 / SR 882 ' (1) ·
'SR 80 / I-95 Interchange ' (1) ·
'SR 80/ I-95 interchange ' (1) ·
'SR-704 Over SR-91 ' (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) ·
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 not over waterway. (1)
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