Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
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- bridge (13)
- bridge data (1468)
- definition (254)
- fips (487)
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Use the filters below to narrow your results.
'BELCHER CANAL C-25 ' (1) ·
'CAMINO CANAL ' (1) ·
'CANAL-1 ' (1) ·
'EL RIO CANAL ' (1) ·
'Gabordy's Canal ' (1) ·
'Halifax Canal Lateral ' (1) ·
'Halifax River IWW ' (1) ·
'Lake Ashby Canal ' (1) ·
'LAKE MANGONIA CANAL ' (1) ·
'LWDD E-4 (El Rio) Canal ' (1) ·
'Sweetwater Branch ' (1) ·
'Tomoka River ' (1) ·
'WPB WATER SUPPLY CANAL ' (1)
'CAMINO GARDENS EB ' (1) ·
'CAMINO GARDENS WB ' (1) ·
'CR603(JOHNSTON RD)' (1) ·
'CYPRESS WAY ' (1) ·
'Jackson Street ' (1) ·
'Lake Ashby Road ' (1) ·
'NW 20TH ST WB ' (1) ·
'PALM B LAKE BVD WB' (1) ·
'Riverside Drive ' (1) ·
'SR-40 ' (1) ·
'TAYLOR DAIRY ROAD ' (1) ·
'Taylor Rd ' (1) ·
'US-92 EB ' (1) ·
'VILLAGE BLVD ' (1)
790097 (1) ·
790132 (1) ·
794010 (1) ·
794146 (1) ·
795713 (1) ·
796412 (1) ·
934224 (1) ·
934421 (1) ·
935205 (1) ·
935209 (1) ·
935210 (1) ·
937712 (1) ·
940041 (1) ·
940043 (1) ·
940071 (1)
'0.03Mi E of CYPRESS WAY ' (1) ·
'0.1MI S of CAMINO GARDEN ' (1) ·
'0.2 mi East of SR-421 ' (1) ·
'0.5MI W of N DIXIE HIGHWY' (1) ·
'0.6MI N OF ANGLE ROAD ' (1) ·
'0.6Mi W OF AUSTRALIAN AVE' (1) ·
'0.8MI S OF 45TH ST CR702 ' (1) ·
'100FT N OF ANGLE ROAD ' (1) ·
'200ft. East of SR-415 ' (1) ·
'200ft. S of 10th Street ' (1) ·
'ADJ TO CR-607A ANGLE RD ' (1) ·
'Canal View Blvd Intrsectn' (1) ·
'SR-40 over IWW ' (1) ·
'US-92 EB -Tomoka River ' (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 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) ·
Shrinkage cracks, light scaling and insignificant spalling which does not expose reinforcing steel. Insignificant damage caused by drift with no misalignment and not requiring corrective action. Some minor scouring has occured near curtain walls, wingwalls or pipes. Metal culverts have a smooth symmetrical curvature with superficial corrosion and no pitting. (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 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 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 15 results in range #1 to #15.
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