Drilldown: bridge data
From Indian River Lagoon Project
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'C-18 Canal ' (1) ·
'CANAL ' (1) ·
'Halifax River IWW ' (1) ·
'Hillsboro (L-14) Canal ' (1) ·
'Intracoastal Waterway ' (1) ·
'KELLER (E-4) CANAL ' (1) ·
'Salerno Creek ' (1) ·
'SR-524 ' (1) ·
'St. Lucie River ' (1) ·
'St. Sebastian River ' (1) ·
'St.Lucie River ' (1) ·
'Tomoka River ' (1) ·
'Troup Indiantown Canal ' (1)
'2nd AVENUE NORTH ' (1) ·
'AUDUBON CSWY ' (1) ·
'CR726(CITRUS BLVD)' (1) ·
'E/B S.R. 704 ' (1) ·
'E/B S.R. A1A ' (1) ·
'Loxahatchee Rvr Rd' (1) ·
'SE Ebbtide Ave. ' (1) ·
'Sebastian Blvd EB ' (1) ·
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'SR-528 EB ' (1) ·
'SR-715 ' (1) ·
'US-1 SB ' (1) ·
'US-92 EB ' (1) ·
'US-92 WB ' (1) ·
'W/B S.R. 704 ' (1) ·
'W/B S.R. A1A ' (1)
700153 (1) ·
790185 (1) ·
790187 (1) ·
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884078 (1) ·
884079 (1) ·
890158 (1) ·
890160 (1) ·
894053 (1) ·
894055 (1) ·
930471 (1) ·
930506 (1) ·
930507 (1) ·
934179 (1) ·
934364 (1) ·
936451 (1)
'.06mi E OF LANDS END ROAD' (1) ·
'0.25 Mile N of Center St.' (1) ·
'0.4MI N of COVE ROAD ' (1) ·
'0.5Mi E of SR807 Congress' (1) ·
'0.6 MILE WEST OF US-1 ' (1) ·
'1.2 Miles East of SR-710 ' (1) ·
'2.8 MI East of I-95 ' (1) ·
'3mi East of SR5 on A1A ' (1) ·
'Belle Glade 1Mi W SR-80 ' (1) ·
'Between SRA1A&SR80 Cswys.' (1) ·
'US-1 SB - Tomoka River ' (1) ·
'US-92 EB - Halifax River ' (1) ·
'US-92 WB - Halifax Ri IWW' (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) ·
No noticeable or noteworthy deficiencies which affect the condition of the channel. (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 not over waterway. (1)
Showing below up to 16 results in range #1 to #16.
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