Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
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- bridge data (1468)
- definition (254)
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Use the filters below to narrow your results.
'Banana River ' (1) ·
'C-1 Canal ' (1) ·
'C-18 Canal ' (1) ·
'CANAL ' (1) ·
'Halifax River IWW ' (1) ·
'Hillsboro (L-14) Canal ' (1) ·
'Intracoastal Waterway ' (1) ·
'Main Relief Canal ' (1) ·
'Salerno Creek ' (1) ·
'St. Lucie River ' (1) ·
'St. Sebastian River ' (1) ·
'St.Lucie River ' (1) ·
'Taylor Creek ' (1) ·
'Tomoka River ' (1) ·
'Troup Indiantown Canal ' (1) ·
'Turkey Creek ' (1)
'34th Avenue ' (1) ·
'AUDUBON CSWY ' (1) ·
'CR726(CITRUS BLVD)' (1) ·
'E/B S.R. 704 ' (1) ·
'E/B S.R. A1A ' (1) ·
'Juanita Ave. ' (1) ·
'Loxahatchee Rvr Rd' (1) ·
'Palm Bay Parkway ' (1) ·
'Port Malabar BL WB' (1) ·
'SE Ebbtide Ave. ' (1) ·
'Sebastian Blvd EB ' (1) ·
'Sebastian Blvd WB ' (1) ·
'SR-520 WB ' (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)
700219 (1) ·
705920 (1) ·
705924 (1) ·
790185 (1) ·
790187 (1) ·
790188 (1) ·
884078 (1) ·
884079 (1) ·
885813 (1) ·
890158 (1) ·
890160 (1) ·
894053 (1) ·
894055 (1) ·
930471 (1) ·
930506 (1) ·
930507 (1) ·
934179 (1) ·
936451 (1) ·
944017 (1)
'.06mi E OF LANDS END ROAD' (1) ·
'0.1Mi W of US-1 ' (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) ·
'0.4MI N of COVE ROAD ' (1) ·
'1.2 Miles East of SR-710 ' (1) ·
'1.6 miles East of SR-507 ' (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) ·
'SR-520 WB - Banana River ' (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) ·
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)
Showing below up to 19 results in range #1 to #19.
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