Drilldown: bridge data
From Indian River Lagoon Project
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bridge data > Width 052:
15
& Channel 061:
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.
Use the filters below to narrow your results.
'Banana River ' (1) ·
'BIG MUD CREEK ' (1) ·
'BLIND CREEK ' (1) ·
'C-1 Canal ' (1) ·
'C-18 Canal ' (1) ·
'C. Stanley Weaver Canal ' (1) ·
'CANAL ' (1) ·
'FPL Nuc Plant Disc Canal' (1) ·
'Hillsboro (L-14) Canal ' (1) ·
'Intracoastal Waterway ' (1) ·
'KELLER (E-4) CANAL ' (1) ·
'Main Relief Canal ' (1) ·
'St. Lucie Canal/SR-76 ' (1) ·
'Taylor Creek ' (1) ·
'Tomoka River ' (1)
'2nd AVENUE NORTH ' (1) ·
'34th Avenue ' (1) ·
'AUDUBON CSWY ' (1) ·
'EB PGA Blvd. ' (1) ·
'Juanita Ave. ' (1) ·
'Loxahatchee Rvr Rd' (1) ·
'MILITARY TR. SB ' (1) ·
'Palm Bay Parkway ' (1) ·
'SR A1A ' (1) ·
'SR-520 WB ' (1) ·
'SR-710 EB ' (1) ·
'SR-710 WB ' (1) ·
'SR-715 ' (1) ·
'SR-A1A ' (1) ·
'US-1 NB ' (1) ·
'US-1 SB ' (1)
700219 (1) ·
705924 (1) ·
790185 (1) ·
790186 (1) ·
885813 (1) ·
890161 (1) ·
890162 (1) ·
930106 (1) ·
930471 (1) ·
934179 (1) ·
934364 (1) ·
934934 (1) ·
936451 (1) ·
940003 (1) ·
940004 (1) ·
940085 (1) ·
944017 (1)
'.06mi E OF LANDS END ROAD' (1) ·
'0.1Mi W of US-1 ' (1) ·
'0.23 MI N FPL POWER PLANT' (1) ·
'0.25 Mile N of Center St.' (1) ·
'0.26 Mi South of Pace Dr.' (1) ·
'0.3 Miles North of SR 60 ' (1) ·
'0.5Mi E of SR807 Congress' (1) ·
'0.7Mi N OF SR-804 ' (1) ·
'0.83 MI N FPL POWER PLANT' (1) ·
'1000'W of SR5 & E ofSR811' (1) ·
'2.1 Miles E of CR-609 ' (1) ·
'2.1 Miles East of CR-609 ' (1) ·
'Belle Glade 1Mi W SR-80 ' (1) ·
'SR AIA FPL Nuc Plt Disc ' (1) ·
'SR-520 WB - Banana River ' (1) ·
'US-1 NB - Tomoka River ' (1) ·
'US-1 SB - Tomoka River ' (1)
Bridge foundations determined to be stable for assessed or calculated scour condition. Scour is determined to be within the limits of footing or piles (Example B) by assessment (i.e.,bridge foundations are on rock formations that have been determined to resist scour within the service life of the bridge), by calculations or by installation of properly designed countermeasures (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 17 results in range #1 to #17.
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