Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
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- definition (254)
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Use the filters below to narrow your results.
'Canal ' (1) ·
'Canal - D ' (1) ·
'Cnl.Trib. to Turnbull Ck' (1) ·
'Kings Road ' (1) ·
'LATERAL E DRAIN CANAL ' (1) ·
'OKEECHOBEE BLVD ' (1) ·
'ORANGE CANAL ' (1) ·
'Pine Street ' (1) ·
'Ryan's Canal ' (1) ·
'SR 794 Yamato Rd ' (1) ·
'SR-528 ' (1) ·
'St Johns River ' (1) ·
'Trib To Turnbull Creek ' (1) ·
'West Palm Beach Canal ' (1) ·
'Young Canal ' (1)
700084 (1) ·
700085 (1) ·
700086 (1) ·
700087 (1) ·
700090 (1) ·
700150 (1) ·
700151 (1) ·
700216 (1) ·
705919 (1) ·
794061 (1) ·
794063 (1) ·
885809 (1) ·
894029 (1) ·
930189 (1) ·
930201 (1) ·
930402 (1) ·
930409 (1) ·
934276 (1)
'0.2 MILE WEST OF US-1 ' (1) ·
'0.25 W of Turnbull Bay Rd' (1) ·
'0.5MI EAST OF I-95 ' (1) ·
'0.9 mile North of CR-40A ' (1) ·
'1 mi S of Malabar Rd ' (1) ·
'2.2 Mi East of SR-528 ' (1) ·
'2.7 MI WEST OF SR-9 I-95 ' (1) ·
'2.9 Mi East of SR-528 ' (1) ·
'4 miles west of SR 7 ' (1) ·
'5.8Mi. E of SR-710 ' (1) ·
'Just North of Exit 48 ' (1) ·
'Just South of Exit 48 ' (1) ·
'SR-407 NB at SR-528 WB ' (1) ·
'SR-528 EB over Pine St. ' (1) ·
'SR-528 EB-St Johns River ' (1) ·
'SR-528 WB over Pine St. ' (1) ·
'SR-528 WB-St Johns River ' (1) ·
'SR-7 & SR-80 intersection' (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) ·
N/A (1)
Deterioration or initial disintegration, minor chloride contamination, cracking with some leaching, or spalls on concrete or masonry walls and slabs. Local minor scouring at curtain walls, wingwalls or pipes. Metal culverts have a smooth curvature, non-symmetrical shape, significant corrosion or moderate pitting. (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 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 18 results in range #1 to #18.
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