Drilldown: bridge data
From Indian River Lagoon Project
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Use the filters below to narrow your results.
'Central Blvd. ' (1) ·
'DNLD RS RD E 112.2' (1) ·
'DNLD RS RD W 112.2' (1) ·
'EB SR 786 ' (1) ·
'HOOD RD 110.944 ' (1) ·
'LARCH AVE ' (1) ·
'LIGHTHOUSE DRIVE ' (1) ·
'Military Trail ' (1) ·
'SR 811 to SB I 95 ' (1) ·
'SR 811 to SB I-95 ' (1) ·
'SR-510 Wabasso Rd ' (1) ·
'SR-510(Wabasso Rd)' (1) ·
'SR-710 ' (1) ·
'SR510 Wabasso Road' (1) ·
'WB SR 786 ' (1)
880050 (1) ·
880051 (1) ·
880052 (1) ·
880053 (1) ·
930121 (1) ·
930381 (1) ·
930419 (1) ·
930441 (1) ·
930491 (1) ·
930492 (1) ·
930493 (1) ·
930526 (1) ·
934138 (1) ·
934175 (1) ·
937001 (1) ·
937007 (1)
'0.1MI W OF MILITARY TRAIL' (1) ·
'0.3M W of ALT A1A(SR-811)' (1) ·
'0.5mi East of SR-786 ' (1) ·
'0.5Mi East of US-1 ' (1) ·
'0.7 mi south of PGA Blvd.' (1) ·
'0.7Mi East of US-1 ' (1) ·
'0.95 MI N of PGA Blvd. ' (1) ·
'1.2MI East of US-1 ' (1) ·
'1.4MI E OF US-1 ' (1) ·
'1.8 MI N OF PGA BLV/SR786' (1) ·
'1st overpass east of I-95' (1) ·
'3 MI NORTH OF PGA BLVD ' (1) ·
'N.OF PGA BLVD S.JUPITER ' (1) ·
'NW quad SR811/786 intchge' (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)
Deterioration or initial disintegration, minor chloride contamination, cracking with some leaching, or spalls on concrete or masonry walls and slabs. Local minor scouring at curtain walls, wingwalls or pipes. Metal culverts have a smooth curvature, non-symmetrical shape, significant corrosion or moderate pitting. (1) ·
N/A (1) ·
No noticeable or noteworthy deficiencies which affect the condition of the culvert. Insignificant scrape marks caused by drift. (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 16 results in range #1 to #16.
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