Drilldown: bridge data
From Indian River Lagoon Project
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'14TH STREET CANAL ' (1) ·
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'CANAL C-24 ' (1) ·
'Donald Ross Road ' (1) ·
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'F.P.F.W.C.D. Canal No. 1' (1) ·
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'INTRACOASTAL WATERWAY ' (1) ·
'Konomac Canal ' (1) ·
'LWDD E-1 CANAL ' (1) ·
'LWDD E-3 CANAL ' (1) ·
'MAIN CANAL ' (1) ·
'Sebastian Canal East ' (1) ·
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'SHAWANO DRAINAGE DITCH ' (1) ·
'SR 706 & I-95/SR706 Ramp' (1) ·
'SR 706 To NB I 95 ' (1) ·
'SR-706 Indiantown Rd. ' (1) ·
'SR-76 ' (1) ·
'SR-91 (FL. TPK.) ' (1) ·
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Indian River Relief East (1)
'BOB W RD 130TH ST.' (1) ·
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'Fort Florida Road ' (1) ·
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'Haverhill Rd ' (1) ·
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'Indiantown Rd. ' (1) ·
'Jensen Bch. Cswy. ' (1) ·
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'NB I-95 (S.R. 9) ' (1) ·
'NW 27TH AVE. ' (1) ·
'PALMETTO PARK RD. ' (1) ·
'PALMETTO PARK ROAD' (1) ·
'PORT ST LUCIE BLVD' (1) ·
'S. VERDE TRAIL ' (1) ·
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'Tadlock Ave. ' (1) ·
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'0.2MI E OF US-441 (SR-7) ' (1) ·
'0.4Mi. North of SR-60 ' (1) ·
'0.6 mi S of Pt Malabar Bl' (1) ·
'0.8 MILE EAST OF US-1 ' (1) ·
'0.85 mile South of Linton' (1) ·
'0.8MI SOUTH OF SR-70 ' (1) ·
'1 mile S of Linton Blvd ' (1) ·
'1.4MI NORTH OF US-1 ' (1) ·
'1.5 mile North of SR 786 ' (1) ·
'2.2 mi West of US-17/92 ' (1) ·
'3.0 Miles West of US-1 ' (1) ·
'3.3 Miles West of US-1 ' (1) ·
'5.7MI W OF US-1 ' (1) ·
'9.5 MI S OF CR-880 ' (1) ·
'At S Military Trail ' (1) ·
'AT SR-7 (Range Line Rd) ' (1) ·
'I 95 SR 706 Interchange ' (1) ·
'I 95 SR706 interchange ' (1) ·
'I-95 / Donald Ross Rd ' (1) ·
'I-95 / SR 706 interchange' (1) ·
'PALMETTO PK RD US-441 SR7' (1) ·
'S of Southrn/Haverhll Int' (1) ·
'Saxon Blvd WB - I-4 ' (1) ·
'South of St. Lucie Canal ' (1) ·
'SR 706 to I 95 Ramp ' (1) ·
'W. of Jensen Bch. Cswy. ' (1) ·
SR-520 - Indian River Relief (1)
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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 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 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)
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