Drilldown: bridge data
From Indian River Lagoon Project
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bridge data > Width 052:
15
& Channel 061:
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.
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'C-17 Canal ' (1) ·
'C-51 W.P.B. CANAL ' (1) ·
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Tillman Canal (1)
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'E/B S.R. 704 ' (1) ·
'EB Blue Heron Blvd' (1) ·
'EB Lake Worth Rd. ' (1) ·
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'N. LAKE BLVD WB ' (1) ·
'Saul Street ' (1) ·
'SE Ebbtide Ave. ' (1) ·
'Sebastian Blvd EB ' (1) ·
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'SPANISH ISLES BLVD' (1) ·
'SR-430 EB ' (1) ·
'US 192 WB ' (1) ·
'US-98 SR700 US441 ' (1) ·
'W/B S.R. 704 ' (1) ·
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'WB PGA Blvd. ' (1) ·
SR-507 SB (1)
700190 (1) ·
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'0.1MI E of SW 9TH AVE ' (1) ·
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'0.2MI E OF US-441 (SR-7) ' (1) ·
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'1 Mile East of I-95 ' (1) ·
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'1.2 Miles East of SR-710 ' (1) ·
'1000'W of SR5 & E ofSR811' (1) ·
'2.8 MI East of I-95 ' (1) ·
'3mi east of SR5 on A1A ' (1) ·
'7.7Mi W OF SR-80 ' (1) ·
'ADJ. TO N. SIDE OF SR-880' (1) ·
'At Reed Canal Road ' (1) ·
'AT SR-7 US-441 ' (1) ·
'Between SRA1A&SR80 Cswys.' (1) ·
'SR-430 EB - Halifax River' (1) ·
'SR-700 CANAL POINT ' (1) ·
'US 192 WB over Indian Riv' (1) ·
SR-507 SB-Tillman Canal (1)
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81011854 (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 assessed or calculated scour condition. Scour is determined to be within the limits of footing or piles by assessment, 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) ·
Bridge with "unknown" foundation that has not been evaluated for scour. Until risk can be determined, a plan of action should be developed and implemented to reduce the risk to users from abridge failure during and immediately after a flood event. (1)
Showing below up to 28 results in range #1 to #28.
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