Drilldown: bridge data
From Indian River Lagoon Project
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'BRANCH OF ICWW ' (1) ·
'C-51 Canal ' (1) ·
'CANAL E-2-E(BOYN BC INT)' (1) ·
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'Little Haw Swamp ' (1) ·
'Mercer Ave and CSX RR ' (1) ·
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'OKEECHOBEE RIM CANAL ' (1) ·
'Ramps A G & C.S.X. RR ' (1) ·
'Ramps A&G/BelvedereRd/RR' (1) ·
'RCA Center Dr & FEC R/R ' (1) ·
'S-5 Discharge Canal ' (1) ·
'Service Rd & Canal ' (1) ·
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'21ST ST SW ' (1) ·
'61ST./PECAN GROVE ' (1) ·
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'SR91 NB TPK 86.88 ' (1) ·
'SR91 SB OFF RP81.9' (1) ·
'SR91 SB ON RP 81.9' (1) ·
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'SR91 SB TPK 87.213' (1) ·
'Truck Trail #12 ' (1) ·
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'.2MI E OF HOMEWOOD ROAD ' (1) ·
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'21.0 Mi North of US-27 ' (1) ·
'300FT East of CR-717 ' (1) ·
'33FT E OF CR-611 43RD AVE' (1) ·
'4.0 MI NW OF US-441 ' (1) ·
'6.2 MILES SOUTH OF SR-802' (1) ·
'6.3MI S of SoBay at US-27' (1) ·
'AT CR-615 (66TH AVE.) ' (1) ·
'Between N Lake/PGA Blvds.' (1) ·
'Hypoluxo Rd I 95 Interch ' (1) ·
'I-95 SR 704 interchange ' (1) ·
'Lake George Conservation ' (1) ·
'North of Belvedere Rd ' (1) ·
'NW quad SR811/786 intchge' (1) ·
'PBIA/I-95 Interchange ' (1) ·
'SB Ramp to WPB Airport ' (1) ·
'SE quadrant PB Int Airprt' (1) ·
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'SR-401 SB - Barge Canal ' (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) ·
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) ·
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)
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