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.
'CANAL E-4 ' (1) ·
'E-1 CANAL ' (1) ·
'E-1-E CANAL ' (1) ·
'F.P.F.W.C.D. Canal No. 1' (1) ·
'I-4 ' (1) ·
'L-14 CANAL ' (1) ·
'L-5 CANAL ' (1) ·
'L.W.D.D. E-4 CANAL ' (1) ·
'LATERAL CANAL L-5 ' (1) ·
'LEVEE NO.8 ' (1) ·
'LWDD E-4 Canal ' (1) ·
'LWDD LATERAL 30 CANAL ' (1) ·
'LWDD LATERAL 32 CANAL ' (1) ·
'M CANAL ' (1) ·
'N RELIEF CANAL ' (1) ·
'Nova Canal ' (1) ·
'SFWMD C-51 CANAL ' (1) ·
'SHAWANO DRAINAGE DITCH ' (1) ·
Indian River Relief East (1)
'Big Tree Road ' (1) ·
'BROWNS FARM/CR-827' (1) ·
'CONGRESS AVE NB ' (1) ·
'CONGRESS AVE SB ' (1) ·
'CR 613 (58TH AVE) ' (1) ·
'GATEWAY BLVD (EB) ' (1) ·
'GATEWAY BLVD (WB) ' (1) ·
'JOG ROAD ' (1) ·
'JOG ROAD (NB) ' (1) ·
'JOG ROAD (SB) ' (1) ·
'MARINA BLVD. ' (1) ·
'OLD GERMANTOWN RD ' (1) ·
'Quantum Blvd. ' (1) ·
'Saxon Blvd WB ' (1) ·
'SEMINOLE/PRATTWHT.' (1) ·
'SR-713 (Kings Hwy)' (1) ·
'SR-80WB (Southern)' (1) ·
'SR91 N/S TPK 96.55' (1) ·
SR-520 (1)
700196 (1) ·
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'.5mi So. of St Lucie Blvd' (1) ·
'0.19Mi. E of Congress Ave' (1) ·
'0.2 MI S OF LAKE IDA ROAD' (1) ·
'0.2MI E OF SR-7 (US-441) ' (1) ·
'0.2MI S OF LAKE IDA ROAD ' (1) ·
'0.3MI E OF CONGRESS BLVD ' (1) ·
'0.4 MI W OF CONGRESS AVE ' (1) ·
'0.4MI N OF 49TH ST. ' (1) ·
'0.6MI S of SOUTHERN BLVD ' (1) ·
'0.76 MI SOUTH OF SR 80 ' (1) ·
'0.8 MI N OF LAKE IDA ROAD' (1) ·
'0.8 MI N of LANTANA ROAD ' (1) ·
'4MI N OF OKEECHOBEE BLVD.' (1) ·
'50FT E OF SR-7 (US-441) ' (1) ·
'9.5 MI S OF CR-880 ' (1) ·
'AT SOUTHERN BLVD. ' (1) ·
'PUMP STA AT 20 MI BEND ' (1) ·
'Saxon Blvd WB - I-4 ' (1) ·
'SR-5A - Big Tree Rd ' (1) ·
SR-520 - Indian River Relief (1)
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81161842 (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)
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 assessed or calculated scour condition. Scour is determined to be within the limits of footing or piles by assessment, 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)
Showing below up to 23 results in range #1 to #23.
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