Drilldown: bridge data
From Indian River Lagoon Project
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bridge data > County 003:
Palm Beach
& Service Under 042b:
Waterway
& Superstructure 059:
Satisfactory
Use the filters below to narrow your results.
'BRANCH OF MIAMI CANAL ' (1) ·
'BULLDOG CANAL ' (1) ·
'CANAL E-4 ' (1) ·
'GARDEN CANAL ' (1) ·
'Hillsboro Canal L14 ' (1) ·
'HILLSBORO L-14 CANAL ' (1) ·
'Intracoastal Waterway ' (1) ·
'LAKE IDA CANAL ' (1) ·
'LWDD LAT CANAL 17 ' (1) ·
'OKEECHOBEE RIM CANAL ' (1) ·
'Tide Relief Canal ' (1) ·
'WPB CANAL C-51 ' (1)
'CAMINO GARDENS BL ' (1) ·
'CONGRESS AVE NB ' (1) ·
'CR-717 ' (1) ·
'DUDA ROAD ' (1) ·
'E. CAMINO REAL ' (1) ·
'G BUSH BLVD(NE8TH)' (1) ·
'LINTON BLVD. ' (1) ·
'MIAMI CANAL ROAD ' (1) ·
'MISSION HILL ROAD ' (1) ·
'NORTH SHORE DRIVE ' (1) ·
'SR-15 Main St. ' (1) ·
'SR-A1A ' (1) ·
'SR804 E Ocean Ave.' (1) ·
'SUMMIT BLVD ' (1) ·
'SW 22ND WAY ' (1)
930026 (1) ·
930072 (1) ·
930322 (1) ·
930338 (1) ·
930361 (1) ·
930370 (1) ·
934201 (1) ·
934332 (1) ·
934408 (1) ·
934516 (1) ·
934519 (1) ·
935206 (1) ·
935305 (1) ·
935306 (1) ·
937702 (1)
'0.1MI E of SW 9TH AVE ' (1) ·
'0.2MI EAST OF US-1 (SR-5)' (1) ·
'0.2Mi S of 45TH ST(CR702)' (1) ·
'0.3MI E OF US-1 ' (1) ·
'0.6MI E OF US-1 ' (1) ·
'0.6Mi S OF CR-812 ' (1) ·
'1 Mile S of Boynton Inlet' (1) ·
'1.9 MI WEST OF SR-715 ' (1) ·
'100FT E OF SOUTH LAKE DR ' (1) ·
'150 FT E of SW 10TH ST ' (1) ·
'2.2MI S OF SR-80 ' (1) ·
'500FT WEST OF I-95 ' (1) ·
'A1A on Singer Island ' (1) ·
'ADJ. TO N. SIDE OF SR-880' (1) ·
'At East Canal St. ' (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)
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)
Showing below up to 15 results in range #1 to #15.
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