Drilldown: bridge data
From Indian River Lagoon Project
Choose a table:
- 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.
'BARBARA BASIN ' (1) ·
'Blue Lake Equalizer ' (1) ·
'Canal ' (1) ·
'DRAINAGE CANAL ' (1) ·
'Halifax Canal Lateral ' (1) ·
'HOWARD CREEK ' (1) ·
'HUNGERFORD CANAL ' (1) ·
'Indian River ' (1) ·
'Indian River Relief ' (1) ·
'RELIEF CANAL ' (1) ·
'SUBDIVISION CANAL ' (1) ·
'Sykes Creek ' (1) ·
'TIDAL CANAL ' (1) ·
'Turkey Creek ' (1) ·
'WARNER CREEK ' (1)
'AUDUBON BLVD. ' (1) ·
'AVENUE OF PGA ' (1) ·
'CORAL DRIVE ' (1) ·
'CR-880 ' (1) ·
'E. Minnesota Ave. ' (1) ·
'HICKORY DRIVE ' (1) ·
'Jackson Street ' (1) ·
'LARCH AVE ' (1) ·
'Old Samsula Dr ' (1) ·
'Patti Drive ' (1) ·
'Sea Ray Drive ' (1) ·
'SIMARA STREET ' (1) ·
'SR510 Wabasso Road' (1) ·
'TROPICALIA AVE. ' (1) ·
'VENICE DRIVE ' (1) ·
'WESTMORELAND BLVD ' (1)
704017 (1) ·
704144 (1) ·
794014 (1) ·
794020 (1) ·
796412 (1) ·
880050 (1) ·
880052 (1) ·
894052 (1) ·
895504 (1) ·
895505 (1) ·
930910 (1) ·
935301 (1) ·
935302 (1) ·
935502 (1) ·
937005 (1) ·
937006 (1) ·
937007 (1) ·
945250 (1)
'0.1 MI S of PGA BLVD ' (1) ·
'0.1MI S OF OLD BOYNTON ' (1) ·
'0.1MI W OF MILITARY TRAIL' (1) ·
'0.2 MI W OF LINDELL BLVD ' (1) ·
'0.25MI E OF SEWALLS PT RD' (1) ·
'0.2Mi E of CR-723 ' (1) ·
'0.3 mi North of Taylor Rd' (1) ·
'0.5Mi East of US-1 ' (1) ·
'0.5Mi West of Kepler Rd. ' (1) ·
'0.6MI W OF US-1 ' (1) ·
'1.2MI East of US-1 ' (1) ·
'1.9mi W of N Banana Ri Dr' (1) ·
'15ft. N of Pine Island Dr' (1) ·
'650FT E OF SEWALLS PT. RD' (1) ·
'7.7Mi W OF SR-80 ' (1) ·
'Canal View Blvd Intrsectn' (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 closed because of channel failure. Corrective action may put back in light service. (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 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.
View (previous 250 | next 250) (20 | 50 | 100 | 250 | 500)