Drilldown: bridge data
From Indian River Lagoon Project
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Use the filters below to narrow your results.
'C-104 CANAL ' (1) ·
'CANAL C-104 ' (1) ·
'CANAL C-108 ' (1) ·
'CANAL E-14 ' (1) ·
'E-2W Canal ' (1) ·
'El Rio Canal (E-4) ' (1) ·
'FIVE MILE CREEK ' (1) ·
'L-38 CANAL ' (1) ·
'Little Lake Worth ' (1) ·
'LWDD E-3 CANAL ' (1) ·
'LWDD L-30 CANAL ' (1) ·
'M CANAL ' (1) ·
'NORTH CANAL ' (1) ·
'TEN MILE CREEK ' (1)
'CR611B(EDWARDS RD)' (1) ·
'DUNN ROAD ' (1) ·
'E/B Atlantic Ave. ' (1) ·
'HAVERHILL ROAD ' (1) ·
'INDIAN RIV BLVD NB' (1) ·
'INDIAN RIV BLVD SB' (1) ·
'JEANNE AVE ' (1) ·
'JOG RD NB ' (1) ·
'JOG ROAD NB ' (1) ·
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'JORGENSEN RD ' (1) ·
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'PALMETTO PK RD ' (1) ·
'SELVITZ RD. ' (1) ·
'SELVITZ ROAD ' (1) ·
'SHINN RD (CR-609A)' (1) ·
'SR 794 (Yamato Rd)' (1) ·
'SR A1A ' (1) ·
'SW 18th STREET EB ' (1) ·
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'0.2MI N OF NW BAYSHORE BL' (1) ·
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'0.3 mi east of US 1 & PGA' (1) ·
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'0.4MI. N OF SR-60 ' (1) ·
'0.5MI S of CR 712 ' (1) ·
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'0.6MI EAST OF MCNEIL ROAD' (1) ·
'0.7Mi S OF CR-702/45TH ST' (1) ·
'0.7MI Wof SW DARWIN BLVD.' (1) ·
'1.1 MILES NORTH OF SR-70 ' (1) ·
'1.9Mi S of WOOLBRIGHT ' (1) ·
'1MI E of MCNEIL ROAD ' (1) ·
'1MI S OF LINTON BLVD ' (1) ·
'1MI S. OF LINTON BLVD ' (1) ·
'ADJ W SIDE MILITARY TRAIL' (1) ·
'AT SR-809 / WCAMINOREA ' (1) ·
'Atlantic Ave./Fl. Tpk. ' (1) ·
'E Congress Ave. & W I-95 ' (1)
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80282176 (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 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)
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 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 23 results in range #1 to #23.
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