Drilldown: bridge data
From Indian River Lagoon Project
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bridge data > Place 004:
Palm Beach Gardens
& Kind 043a:
Prestressed concrete
& Substructure 060:
Other
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'ARCHIES CREEK ' (1) ·
'Burns Road ' (1) ·
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'FL. TPK. SR-91 ' (1) ·
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'RCA CANAL ' (1) ·
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'SR 786 PGA Blvd ' (1) ·
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'Thompson River ' (1)
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'DNLD RS RD E 112.2' (1) ·
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'NORTHLAKE BLVD(EB)' (1) ·
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'PROS. FARMS ROAD ' (1) ·
'PROSPERITY FARM RD' (1) ·
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'SB I 95 SR 9 ' (1) ·
'SB I-95 (SR 9) ' (1) ·
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'SR91 NB TPK 109.5 ' (1) ·
'WB SR 786 ' (1)
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'1st overpass east of I-95' (1) ·
'3 MI NORTH OF PGA BLVD ' (1) ·
'Between N Lake/PGA Blvds ' (1) ·
'Between N Lake/PGA Blvds.' (1) ·
'Between SR 710 and 786 ' (1) ·
'N.OF PGA BLVD S.JUPITER ' (1) ·
'NW quad SR811/786 intchge' (1) ·
'Palm Beach Garden Interch' (1) ·
'PGA Blvd 2.3mi. W of TPK.' (1) ·
'S SIDE OF RCA/MONET ROAD ' (1) ·
'Tpk/PGA Blvd interchange ' (1)
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80095948 (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) ·
N/A (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)
Showing below up to 32 results in range #1 to #32.
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