Drilldown: bridge data
From Indian River Lagoon Project
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'12th Avenue South ' (1) ·
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'G-370 East Inflow Canal ' (1) ·
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'SR 882 Forest Hill Blvd ' (1) ·
'SR 91 TPK(FT PIERCE INT)' (1) ·
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'St Johns River Relief ' (1) ·
'W. Relief Indian River ' (1)
'BRANT DR/CARL BOTT' (1) ·
'CR 880 ' (1) ·
'CRESTWOOD BLVD. N ' (1) ·
'DARWIN BLVD ' (1) ·
'I 95 SR 9 ' (1) ·
'Jensen Bch. Cswy. ' (1) ·
'LANTANA ROAD EB ' (1) ·
'LANTANA ROAD WB ' (1) ·
'Levee Road ' (1) ·
'NORTHLAKE BLVD(EB)' (1) ·
'NORTHLAKE BLVD(WB)' (1) ·
'NW 27TH AVE. ' (1) ·
'SR-404 EB ' (1) ·
'SR-404 WB ' (1) ·
'SR-46 ' (1) ·
'SR-528 ' (1) ·
'SR-528 EB ' (1) ·
'SR-80 ' (1) ·
'SR91 On/Off Rmp106' (1) ·
'SR91 SB TPK 152.9 ' (1) ·
'SR91 SB TPK 87.213' (1) ·
'SW 23RD AVE. ' (1) ·
'US-1 (SR-5) ' (1) ·
'US-27 (SR-25) NB ' (1) ·
'US-27 (SR-25) SB ' (1)
700017 (1) ·
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'.2mi East of US-27 ' (1) ·
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'1 mile North of SR 812 ' (1) ·
'1.5MI W OF MILITARY TRAIL' (1) ·
'4.0 MI NW OF US-441 ' (1) ·
'5 mi. N Broward Co. line ' (1) ·
'6.2 MILES SOUTH OF SR-802' (1) ·
'CR 880 AT SIX MILE BEND ' (1) ·
'FT PIERCE INTERCHANGE ' (1) ·
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'SR-404 EB - Indian River ' (1) ·
'SR-404 EB -Indian Riv Rel' (1) ·
'SR-404 WB - Indian River ' (1) ·
'SR-404 WB-Indian River ' (1) ·
'SR-46 - St. Johns Riv. R ' (1) ·
'SR-528 EB over SR-3 ' (1) ·
'SR-528 WB over SR-3 ' (1) ·
'SR-710 TPK Interchange ' (1) ·
'W. of Jensen Bch. Cswy. ' (1)
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81012278 (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)
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 not over waterway. (1)
Showing below up to 28 results in range #1 to #28.
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