Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
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Use the filters below to narrow your results.
'BOYNTON CANAL ' (1) ·
'BRITT CANAL ' (1) ·
'C-15 Canal ' (1) ·
'C-51 Canal ' (1) ·
'C.S.X. R/R ' (1) ·
'CANAL E-4 ' (1) ·
'CANAL-17 ' (1) ·
'Canoe Creek ' (1) ·
'Casa Mar Dr ' (1) ·
'E-1 Canal ' (1) ·
'E-3 Canal ' (1) ·
'El Rio Canal ' (1) ·
'I 95 SR 9 ' (1) ·
'LAKE WORTH ' (1) ·
'LATERAL A CANAL ' (1) ·
'LATERAL A CANAL ' (1) ·
'LATERAL C CANAL ' (1) ·
'LWDD CANAL E-1 ' (1) ·
'LWDD E-2 W ' (1) ·
'LWDD E-2E Canal ' (1) ·
'PARK LATERAL CANAL ' (1) ·
'S-5 Discharge Canal ' (1) ·
'Yacht Club Cut ' (1)
'101ST STREET ' (1) ·
'109TH STREET ' (1) ·
'53RD STREET ' (1) ·
'65TH ST. ' (1) ·
'8TH ST. CR-612 ' (1) ·
'97 TH STREET ' (1) ·
'Australian Ave. ' (1) ·
'BRITT RD ' (1) ·
'CLINT MOORE RD ' (1) ·
'Fifth Street ' (1) ·
'Forest Hill Blvd. ' (1) ·
'Hypoluxo Rd ' (1) ·
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'Levee Road ' (1) ·
'Lyons Rd ' (1) ·
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'MISSION HILL ROAD ' (1) ·
'NB I 95 SR 9 ' (1) ·
'Old Dixie Highway ' (1) ·
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'0.1mi E of Riverside Dr ' (1) ·
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'0.3MI WEST OF CR-507 ' (1) ·
'0.4 mi N. of SR-80 ' (1) ·
'0.4MI W of S. COUNTY ROAD' (1) ·
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'0.7MI N of Northlake Blvd' (1) ·
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'1.5mi E of Jog Rd. ' (1) ·
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'100ft E of Fla Turnpike ' (1) ·
'100FT E OF SOUTH LAKE DR ' (1) ·
'1Mi W of US-1 ' (1) ·
'2.2MI N of Boynton Bch Bl' (1) ·
'21.0 Mi North of US-27 ' (1) ·
'25FT. EAST OF 66TH AVE. ' (1) ·
'50ft W of TPK (SR-91) ' (1) ·
'AT 141st ST ' (1) ·
'AT 74TH AVE. ' (1) ·
'AT CR-615 (66TH AVE.) ' (1) ·
'AT SR-7 & Hypoluco Rd ' (1) ·
'AT US-441 SR-7 ' (1) ·
'North of P. Beach Airport' (1) ·
'W of I 95 on Woolbright ' (1)
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80545465 (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) ·
Bridge not over waterway. (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 25 results in range #1 to #25.
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