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.
'Boynton Inlet ' (1) ·
'C-51 CANAL ' (1) ·
'Canal C-47 ' (1) ·
'CANAL L-30 ' (1) ·
'CSX RR ' (1) ·
'Groover Creek ' (1) ·
'I 95 SR 9 ' (1) ·
'Loxahatchee River ' (1) ·
'LWDD E-1 CANAL ' (1) ·
'LWDD E-3 CANAL ' (1) ·
'LWDD E-4 CANAL ' (1) ·
'Melbourne Tillman Canal ' (1) ·
'RELIEF CANAL ' (1) ·
'Sykes Creek ' (1)
'10th Ave North ' (1) ·
'Airport Road ' (1) ·
'BELVEDERE RD EB ' (1) ·
'BELVEDERE RD WB ' (1) ·
'BIG BLUE TRACE ' (1) ·
'BOBWHITE ROAD ' (1) ·
'Brittan Avenue ' (1) ·
'EL CLAIR RANCH RD.' (1) ·
'Jupiter Blvd. ' (1) ·
'KIMBERLY BLVD. EB ' (1) ·
'RAVEN COURT ' (1) ·
'Richland Ave ' (1) ·
'SR A1A ' (1) ·
'SR-811 (Alt A-1-A)' (1) ·
'SW 18th STREET EB ' (1) ·
'SW 18TH STREET WB ' (1) ·
'SW 23 Ave Golf Rd ' (1) ·
'SW 23RD AVE. ' (1)
704013 (1) ·
705909 (1) ·
705915 (1) ·
794036 (1) ·
930061 (1) ·
930263 (1) ·
930302 (1) ·
930304 (1) ·
930339 (1) ·
934205 (1) ·
934206 (1) ·
934212 (1) ·
934419 (1) ·
934428 (1) ·
934900 (1) ·
934901 (1) ·
937353 (1) ·
937357 (1)
'0.03MI W OF DOVE CIRCLE ' (1) ·
'0.1Mi E of Tymber Crk Rd.' (1) ·
'0.2 mi S of Cocoa Street ' (1) ·
'0.25 MI. W OF I-95 ' (1) ·
'0.2MI E OF US-441 (SR-7) ' (1) ·
'0.4 mile East of SR-3 ' (1) ·
'1 mi N of Malabar Road ' (1) ·
'1.2Mi N OF LAKE IDA RD. ' (1) ·
'10th Ave North over I 95 ' (1) ·
'180FT E OF SANDPIPER AVE ' (1) ·
'1MI W OF SR 809 ' (1) ·
'A1A 2.5km North of SR 804' (1) ·
'ADJ W SIDE MILITARY TRAIL' (1) ·
'AT SOUTHSIDE OF SR-80 ' (1) ·
'City of Jupiter ' (1) ·
'Over I 95 1 mi S of SR804' (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 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) ·
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 18 results in range #1 to #18.
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