Drilldown: bridge data
From Indian River Lagoon Project
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Use the filters below to narrow your results.
'Australian Ave and Canal' (1) ·
'Australian Avenue ' (1) ·
'Belvedere Rd to SB I-95 ' (1) ·
'C-15 Canal ' (1) ·
'C-18 Canal ' (1) ·
'Drainage Canal ' (1) ·
'Hypoluxo Rd. ' (1) ·
'I-95 (SR-9) ' (1) ·
'Lake Worth Util Outfall ' (1) ·
'NB I-95 to Belvedere Rd.' (1) ·
'SB I-95 To EB 706 ' (1) ·
'SR 706 & I-95/SR706 Ramp' (1) ·
'SR 706 To NB I 95 ' (1)
'6 Ave S to NB I-95' (1) ·
'I 95 to PBIA Ramp ' (1) ·
'I-95 ' (1) ·
'PBIA to I-95 Ramp ' (1) ·
'SB I 95 SR 9 Ramp ' (1) ·
'SB I 95 to Cong Av' (1) ·
'SB I 95 to SR 80 ' (1) ·
'SB I-95 to 6 Ave S' (1) ·
'SBI-95 to Hypoluxo' (1) ·
'SR 80 to NB I-95 ' (1) ·
'WB 706 To SB I-95 ' (1) ·
'WB SR706 to SB 95 ' (1) ·
'WB SR706 to SB I95' (1)
880069 (1) ·
930299 (1) ·
930376 (1) ·
930380 (1) ·
930385 (1) ·
930390 (1) ·
930394 (1) ·
930444 (1) ·
930477 (1) ·
930478 (1) ·
930479 (1) ·
930480 (1) ·
930510 (1) ·
930511 (1)
'0.3 mile North of SR 80 ' (1) ·
'0.85 mile South of Linton' (1) ·
'4.9 Miles North of SR-60 ' (1) ·
'Hypoluxo Rd.-I95 intercha' (1) ·
'I 95 SR 706 interchange ' (1) ·
'I-95 / SR 706 interchange' (1) ·
'Just N. of Southern Blvd ' (1) ·
'NE Quad I 95 6th Ave S ' (1) ·
'NW Quad I-95/6th Ave S ' (1) ·
'PBIA/I-95 Interchange ' (1) ·
'SR 706 to I 95 Ramp ' (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)
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 14 results in range #1 to #14.
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