Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
- News Link (111)
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- Waterbody (27)
- bridge (13)
- bridge data (1468)
- definition (254)
- fips (487)
- repository (98)
- timeline (19)
- weblink (123)
Use the filters below to narrow your results.
'EL RIO CANAL ' (1) ·
'I-95 ' (1) ·
'KELLER (E-4) CANAL ' (1) ·
'L-14 CANAL ' (1) ·
'L-38 CANAL ' (1) ·
'L-5 CANAL ' (1) ·
'LWDD E-3 CANAL ' (1) ·
'LWDD E-4 Canal ' (1) ·
'LWDD L-30 CANAL ' (1) ·
'LWDD LATERAL 14 CANAL ' (1) ·
'M CANAL ' (1) ·
'QUAIL COVEY ROAD ' (1) ·
'SR-91 TPK-DRAINAGE CANAL' (1) ·
'WPB CANAL C-51 ' (1)
'2nd AVENUE NORTH ' (1) ·
'CAMINO REAL ' (1) ·
'HYPOLUXO ROAD EB ' (1) ·
'HYPOLUXO ROAD WB ' (1) ·
'Investment Lane ' (1) ·
'JOG RD NB ' (1) ·
'JOG ROAD ' (1) ·
'JOG ROAD (NB) ' (1) ·
'JOG ROAD NB ' (1) ·
'JOG ROAD SB ' (1) ·
'KIRK ROAD ' (1) ·
'Linton Blvd. ' (1) ·
'LYONS ROAD ' (1) ·
'SEMINOLE/PRATTWHT.' (1) ·
'SW 18TH ST WB ' (1) ·
'Woolbright Road EB' (1) ·
'Woolbright Road WB' (1)
934151 (1) ·
934162 (1) ·
934272 (1) ·
934313 (1) ·
934315 (1) ·
934345 (1) ·
934346 (1) ·
934364 (1) ·
934468 (1) ·
934469 (1) ·
934751 (1) ·
934925 (1) ·
934938 (1) ·
934939 (1) ·
934952 (1) ·
934960 (1) ·
934986 (1)
'0.4 MI W of US-1 ' (1) ·
'0.5 E of Military Trail ' (1) ·
'0.5 Mile West of I-95 ' (1) ·
'0.5Mi E of SR807 Congress' (1) ·
'0.6MI S of SOUTHERN BLVD ' (1) ·
'0.7MI W OF CONGRESS AVE ' (1) ·
'0.7MI W OF CONGRESS AVE.' (1) ·
'0.8 MI N of LANTANA ROAD ' (1) ·
'0.8MI N OF LANTANA ROAD ' (1) ·
'0.9MI W OF POWERLINE RD ' (1) ·
'1.0MI W OF MILITARY TRAIL' (1) ·
'1.9Mi S of WOOLBRIGHT ' (1) ·
'1MI S OF LINTON BLVD ' (1) ·
'4MI N OF OKEECHOBEE BLVD.' (1) ·
'AT SR-80 SOUTHERN BLVD ' (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 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 17 results in range #1 to #17.
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