Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
- News Link (111)
- Organization (18)
- 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.
'B-19 Canal ' (1) ·
'C-51/WEST PALM BCH CANAL' (1) ·
'Canal ' (1) ·
'Cnl.Trib. to Turnbull Ck' (1) ·
'E-4 CANAL ' (1) ·
'I 95 SR 9 ' (1) ·
'LATERAL E DRAIN CANAL ' (1) ·
'LWDD CANAL E-1 ' (1) ·
'LWDD E-1 CANAL ' (1) ·
'LWDD E-3 CANAL ' (1) ·
'OKEECHOBEE BLVD ' (1) ·
'SR-91 TPK-DRAINAGE CANAL' (1) ·
'SR-91 TPK/DRAINAGE CANAL' (1) ·
'Trib To Turnbull Creek ' (1)
'10TH AVE NORTH ' (1) ·
'27TH STREET ' (1) ·
'AUSTRALIAN AVE NB ' (1) ·
'AUSTRALIAN AVE SB ' (1) ·
'BINKS FOREST DRIVE' (1) ·
'CLINT MOORE RD ' (1) ·
'Clint Moore Road ' (1) ·
'Hurley Blvd ' (1) ·
'HYPOLUXO ROAD WB ' (1) ·
'KIMBERLY BLVD. WB ' (1) ·
'MINER RD. ' (1) ·
'SW 18TH ST WB ' (1) ·
'SW 18TH ST. EB ' (1) ·
'Williams Road ' (1) ·
'Willow Run Blvd. ' (1)
705919 (1) ·
794061 (1) ·
794063 (1) ·
796401 (1) ·
885809 (1) ·
930202 (1) ·
934275 (1) ·
934276 (1) ·
934293 (1) ·
934345 (1) ·
934348 (1) ·
934441 (1) ·
934925 (1) ·
934926 (1) ·
934929 (1) ·
934942 (1)
'.2mi W of Clyde Morris Bl' (1) ·
'0.2 MILE WEST OF US-1 ' (1) ·
'0.25 W of Turnbull Bay Rd' (1) ·
'0.2MI E OF US-441 (SR-7) ' (1) ·
'0.3MI E of CONGRESS AVE. ' (1) ·
'0.5MI EAST OF I-95 ' (1) ·
'0.9 mile North of CR-40A ' (1) ·
'0.9MI W OF MILITARY TRAIL' (1) ·
'0.9MI W OF POWERLINE RD ' (1) ·
'1 mi S of Malabar Rd ' (1) ·
'1 mile N of SR 794 Yamato' (1) ·
'1.0MI W OF MILITARY TRAIL' (1) ·
'AT US-441 (SOUTHERN BLVD)' (1) ·
'AT US-441 SR-7 ' (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) ·
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 not over waterway. (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 16 results in range #1 to #16.