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.
'ARCHIES CREEK ' (1) ·
'BRITT CANAL ' (1) ·
'C-51 Canal ' (1) ·
'CANAL E-4 ' (1) ·
'CHENEY WAY/CSX RR ' (1) ·
'CSX RAILROAD ' (1) ·
'Drainage Canal ' (1) ·
'East Indian River Relief' (1) ·
'Fla. Turnpike & 2 canals' (1) ·
'FLORIDA TURNPIKE ' (1) ·
'INTRACOASTAL WATERWAY ' (1) ·
'LATERAL A CANAL ' (1) ·
'LATERAL A CANAL ' (1) ·
'LWDD E-3 CANAL ' (1) ·
'MOORES CREEK ' (1) ·
'None ' (1) ·
'PARK LATERAL CANAL ' (1) ·
'SR-91 (FL TURNPIKE) ' (1) ·
'West Indian River Relief' (1) ·
'WILLOUGHBY CREEK ' (1)
'101ST STREET ' (1) ·
'109TH STREET ' (1) ·
'53RD STREET ' (1) ·
'65TH ST. ' (1) ·
'97 TH STREET ' (1) ·
'Atlantic Avenue ' (1) ·
'BRITT RD ' (1) ·
'CONGRESS AVE (NB) ' (1) ·
'CONGRESS AVE (SB) ' (1) ·
'CR-708 ' (1) ·
'CR-812 OCEAN AVE ' (1) ·
'East Island Access' (1) ·
'INDIAN STREET ' (1) ·
'MISSION HILL ROAD ' (1) ·
'NB I 95 to Gateway' (1) ·
'NORTH 2ND STREET ' (1) ·
'NORTHLAKE BLVD(EB)' (1) ·
'NORTHLAKE BLVD(WB)' (1) ·
'PLM BEACH LAKES BL' (1) ·
'PROSPERITY FARM RD' (1) ·
'S. VERDE TRAIL ' (1) ·
'Service Road ' (1) ·
'ST LUCIE W BLVD WB' (1) ·
'WB Forest Hill Bld' (1) ·
'West Island Access' (1)
880049 (1) ·
884003 (1) ·
884036 (1) ·
884063 (1) ·
884064 (1) ·
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937709 (1) ·
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949901 (1)
'0.1MI W OF BAYSHORE BLVD.' (1) ·
'0.1MI W OF DIXIE HIGHWAY ' (1) ·
'0.2 MI N OF ORANGE AVE. ' (1) ·
'0.3 Mile East of US-1 ' (1) ·
'0.3MI W OF CR-507 ' (1) ·
'0.3MI WEST OF CR-507 ' (1) ·
'0.4 mi N. of SR-80 ' (1) ·
'0.5MI N OF 45TH STREET ' (1) ·
'0.7MI E of DIXIE HWY A1A ' (1) ·
'0.9 MILE N OF PGA BLVD. ' (1) ·
'1.5MI W OF MILITARY TRAIL' (1) ·
'1.7 miles east of SR 7 ' (1) ·
'1.7 Miles West of I-95 ' (1) ·
'100FT E OF SOUTH LAKE DR ' (1) ·
'1Mi W of US-1 ' (1) ·
'25FT. EAST OF 66TH AVE. ' (1) ·
'700 ft S of Gateway Blvd ' (1) ·
'AT 141st ST ' (1) ·
'AT CR-615 (66TH AVE.) ' (1) ·
'At S Military Trail ' (1) ·
'Between SR-A1A & SR-5 ' (1) ·
'East of Ernest Lyons Bri.' (1) ·
'West of Ernest Lyons Bri.' (1)
26212624 (1) ·
26274181 (1) ·
26294400 (1) ·
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80024400 (1) ·
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80035127 (1) ·
80041200 (1) ·
80041852 (1) ·
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80075215 (1) ·
80075217 (1) ·
80102658 (1) ·
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80111100 (1) ·
80115000 (1) ·
80123610 (1) ·
80151030 (1) ·
80170422 (1) ·
80193068 (1) ·
80222755 (1) ·
80274465 (1) ·
80274529 (1) ·
80365044 (1) ·
80365155 (1) ·
80365186 (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 being eroded. River control devices and/or embankment have major damage. Trees and brush restrict the channel. (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)
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.