Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
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Use the filters below to narrow your results.
'C-15 Canal ' (1) ·
'CANAL N. END LAKE IDA ' (1) ·
'CROOKED CREEK ' (1) ·
'Daytona Canal ' (1) ·
'E-1 CANAL ' (1) ·
'F.P.F.W.C.D. Canal No. 1' (1) ·
'Intracoastal Waterway ' (1) ·
'L-8 CANAL ' (1) ·
'LAKE CLARKE CHANNEL ' (1) ·
'LWDD CANAL L-9 ' (1) ·
'LWDD L-5 CANAL ' (1) ·
'MAIN CANAL ' (1) ·
'MIAMI CANAL ' (1) ·
'SHAWANO DRAINAGE DITCH ' (1) ·
'Turnbull Creek ' (1)
'Ballough Street ' (1) ·
'BOB W RD 130TH ST.' (1) ·
'BROWNS FARM/CR-827' (1) ·
'CORKSCREW BLVD. ' (1) ·
'Highbridge Road ' (1) ·
'MARGINAL RD ' (1) ·
'MEDITERRANEAN RD ' (1) ·
'NW 27TH AVE. ' (1) ·
'S. LAKE DRIVE ' (1) ·
'SB I 95 to Cong Av' (1) ·
'SR-713 (Kings Hwy)' (1) ·
'ST LUCIE BLVD ' (1) ·
'US-1 NB ' (1) ·
'WEST LAKE DRIVE ' (1)
790086 (1) ·
794025 (1) ·
795000 (1) ·
885810 (1) ·
894014 (1) ·
930444 (1) ·
934214 (1) ·
934488 (1) ·
934502 (1) ·
934518 (1) ·
935303 (1) ·
936262 (1) ·
936263 (1) ·
936264 (1) ·
940143 (1)
'.3 mi South of Mason Ave ' (1) ·
'.5mi So. of St Lucie Blvd' (1) ·
'0.2MI S OF US-27 ' (1) ·
'0.3 Mile West of SR-A1A ' (1) ·
'0.3MI S OF PIONEER RD ' (1) ·
'0.4MI NE OF A1A ' (1) ·
'0.4Mi. North of SR-60 ' (1) ·
'0.5 MI S of FOREST HILL ' (1) ·
'0.85 mile South of Linton' (1) ·
'1 MI S OF FOREST HILL BVD' (1) ·
'1.7 MI S OF FOREST HILL ' (1) ·
'200FT N of NW 22ND STR ' (1) ·
'9.5 MI S OF CR-880 ' (1) ·
'AT SR-7 (Range Line Rd) ' (1) ·
'US-1 NB - Turnbull Creek ' (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 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)
Showing below up to 15 results in range #1 to #15.
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