Drilldown: bridge data
From Indian River Lagoon Project
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'ARCHIES CREEK ' (1) ·
'Burns Road ' (1) ·
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'EARMAN RIVER CANAL C-17 ' (1) ·
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'SR 91 TPK ' (1) ·
'Thompson River ' (1)
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'DNLD RS RD E 112.2' (1) ·
'DNLD RS RD W 112.2' (1) ·
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'DYER PARK ROAD ' (1) ·
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'Hood Road ' (1) ·
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'Investment Lane ' (1) ·
'LANTANA ROAD EB ' (1) ·
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'MAC ARTHUR BLVD ' (1) ·
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'N. LAKE BLVD EB ' (1) ·
'N. LAKE BLVD WB ' (1) ·
'NB I-95 (S.R.9) ' (1) ·
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'PROS. FARMS ROAD ' (1) ·
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'SB I-95 (SR 9) ' (1) ·
'SBI-95 to Hypoluxo' (1) ·
'SR 811 to SB I 95 ' (1) ·
'SR 811 to SB I-95 ' (1) ·
'SR 812 Lantana Rd ' (1) ·
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'WB SR-710 ' (1)
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'0.1 MI S of LIGHTHOUSE DR' (1) ·
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'0.3M W of ALT A1A(SR-811)' (1) ·
'0.3Mi W of Alt-A1A/SR-811' (1) ·
'0.5 E of Military Trail ' (1) ·
'0.6 MI W OF I-95 ' (1) ·
'0.6 MI WEST OF I-95 ' (1) ·
'0.6Mi S OF CR-812 ' (1) ·
'0.7 mi south of PGA Blvd.' (1) ·
'0.8MI E OF I-95 ' (1) ·
'0.8MI EAST OF I-95 ' (1) ·
'0.9 MILE N OF PGA BLVD. ' (1) ·
'1.1MI W OF US-1 ' (1) ·
'1.5 mile North of SR 786 ' (1) ·
'1000'W of SR5 & E ofSR811' (1) ·
'1st overpass east of I-95' (1) ·
'2 miles East of SR-786 ' (1) ·
'2 miles East of SR786 ' (1) ·
'3 MI NORTH OF PGA BLVD ' (1) ·
'Between N Lake/PGA Blvds ' (1) ·
'Between N Lake/PGA Blvds.' (1) ·
'Hypoluxo Rd I 95 Interch ' (1) ·
'Hypoluxo Rd over I 95&RR ' (1) ·
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'Lantana I 95 Interchange ' (1) ·
'N.OF PGA BLVD S.JUPITER ' (1) ·
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'PGA Blvd 2.3mi. W of TPK.' (1) ·
'S SIDE OF RCA/MONET ROAD ' (1) ·
'Tpk/PGA Blvd interchange ' (1)
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9800 (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 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)
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