Drilldown: bridge data
From Indian River Lagoon Project
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'BRANCH OF ICWW ' (1) ·
'C-51 Canal ' (1) ·
'Hypoluxo Road ' (1) ·
'I 95 and SR 704 ' (1) ·
'I-4 EB Ramp B ' (1) ·
'I-95 ' (1) ·
'I-95 Ramps & CSXRR ' (1) ·
'I-95 Rmp A C D G & CSXRR' (1) ·
'Kyoto Gardens Dr ' (1) ·
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'LATERAL A CANAL ' (1) ·
'LATERAL CANAL ' (1) ·
'LWDD CANAL E-1 ' (1) ·
'Mercer Ave and CSX RR ' (1) ·
'Mercer Ave./CSX RR/Canal' (1) ·
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'Ramps A G & C.S.X. RR ' (1) ·
'Ramps A&G/BelvedereRd/RR' (1) ·
'RCA Center Dr & FEC R/R ' (1) ·
'Service Rd & Canal ' (1) ·
'SR-91 Fl. Tpk ' (1) ·
'SR786 I95 I95 Ramps ' (1) ·
'TEN MILE CREEK ' (1) ·
'Turnbull Creek ' (1)
'21ST ST SW ' (1) ·
'61ST./PECAN GROVE ' (1) ·
'Belvede to NB I-95' (1) ·
'CENTRL PK BL S WB' (1) ·
'CR-717 ' (1) ·
'EB 706 To SB I-95 ' (1) ·
'EBSR80 to SBSR807 ' (1) ·
'GORDY ROAD ' (1) ·
'Hypoluxo to SB I95' (1) ·
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'JUPITER ISLAND PK ' (1) ·
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'SB I 95 Off Ramp ' (1) ·
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'SR 811 to SB I-95 ' (1) ·
'SR-401 SB ' (1) ·
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'Turnbull Bay Road ' (1) ·
'WB SR704 to SB I95' (1)
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'0.5MI N OF JUPITER BCH RD' (1) ·
'0.8MI SOUTH OF SR-70 ' (1) ·
'1.9 MI WEST OF SR-715 ' (1) ·
'1.9 Miles West of US-1 ' (1) ·
'33FT E OF CR-611 43RD AVE' (1) ·
'AT CR-615 (66TH AVE.) ' (1) ·
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'North of Belvedere Rd ' (1) ·
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'SB Ramp to WPB Airport ' (1) ·
'SE quadrant PB Int Airprt' (1) ·
'SE quadrant PB Int Airpt ' (1) ·
'SR-401 SB - Barge Canal ' (1) ·
'Tpk. SR 706 Interchange ' (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 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) ·
N/A (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) ·
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 26 results in range #1 to #26.