Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
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- bridge data (1468)
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'ARCHIES CREEK ' (1) ·
'Burns Road ' (1) ·
'C-18 CANAL ' (1) ·
'FL. TPK. SR-91 ' (1) ·
'FLORIDA TURNPIKE ' (1) ·
'Golf Cart Underpass ' (1) ·
'Holly Drive ' (1) ·
'I 95 SR 9 ' (1) ·
'Intracoastal Waterway ' (1) ·
'Little Lake Worth ' (1) ·
'MANATEE POCKET ' (1) ·
'Military Trail ' (1) ·
'Northlake Blvd. ' (1) ·
'RETENTION POND ' (1) ·
'SALERNO CREEK ' (1) ·
'SCOTTS CANAL ' (1) ·
'SR 91 TPK ' (1) ·
'SR 91 TPK (PGA BV INT) ' (1) ·
'SR786 I95 I95 Ramps ' (1)
'Central Blvd ' (1) ·
'Central Blvd. ' (1) ·
'DIXIE HWY (A1A) ' (1) ·
'DNLD RS RD E 112.2' (1) ·
'DNLD RS RD W 112.2' (1) ·
'DYER PARK ROAD ' (1) ·
'EB PGA Blvd. ' (1) ·
'HOOD RD 110.944 ' (1) ·
'Hood Road ' (1) ·
'HORSESHOE POINT RD' (1) ·
'I 95 SR 9 ' (1) ·
'I-95 (SR 9) ' (1) ·
'MONET ROAD ' (1) ·
'NB I-95 (S.R.9) ' (1) ·
'NORTHLAKE BLVD(EB)' (1) ·
'NORTHLAKE BLVD(WB)' (1) ·
'PGA Blvd. (SR 786)' (1) ·
'PROSPERITY FARM RD' (1) ·
'SE Ebbtide Ave. ' (1) ·
'SR A1A ' (1) ·
'SR-786(PGA BLVD) ' (1) ·
'SR786 WB to SB I95' (1) ·
'SR91 NB TPK 109.5 ' (1) ·
'WB PGA Blvd. ' (1)
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'0.1MI W of HAVERHILL RD. ' (1) ·
'0.2 Mi E of ANCHOR AVE. ' (1) ·
'0.25 mile North of SR 786' (1) ·
'0.2MI E OF PROSPERITY FM ' (1) ·
'0.3 mi east of US 1 & PGA' (1) ·
'0.4MI N of COVE ROAD ' (1) ·
'0.9 MILE N OF PGA BLVD. ' (1) ·
'0.95 MI N of PGA Blvd. ' (1) ·
'1 mile North of SR 786 ' (1) ·
'1.5 mile North of SR 786 ' (1) ·
'1.5MI W OF MILITARY TRAIL' (1) ·
'1.8 MI N OF PGA BLV/SR786' (1) ·
'1000'W of SR5 & E ofSR811' (1) ·
'3 MI NORTH OF PGA BLVD ' (1) ·
'AT SALERNO ROAD AND A1A ' (1) ·
'Between N Lake/PGA Blvds.' (1) ·
'Between SR 710 and 786 ' (1) ·
'I 95 SR 786 Interchange ' (1) ·
'N.OF PGA BLVD S.JUPITER ' (1) ·
'Palm Beach Garden Interch' (1) ·
'PGA Blvd 2.3mi. W of TPK.' (1) ·
'Tpk/PGA Blvd interchange ' (1)
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80095948 (1) ·
80112778 (1) ·
80114936 (1) ·
80120030 (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 is scour critical; bridge foundations determined to be unstable for assessed or calculated scour conditions: Scour within limits of footing or piles. Scour below spread-footing base or pile tips. (1) ·
Bridge not over waterway. (1)
Showing below up to 25 results in range #1 to #25.
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