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.
'Boynton Canal C16 ' (1) ·
'CANAL ' (1) ·
'Earman River (C-17) ' (1) ·
'Frazier Creek ' (1) ·
'Hidden Valley Canal C15 ' (1) ·
'Indian River ' (1) ·
'Indian River Relief ' (1) ·
'Intracoastal Waterway ' (1) ·
'MAIN CANAL VERO BEACH ' (1) ·
'Moore's Creek ' (1) ·
'South Relief Canal ' (1) ·
'SR-710 ' (1) ·
'Taylor Creek(C-25 Canal)' (1)
880044 (1) ·
880047 (1) ·
880050 (1) ·
880051 (1) ·
880052 (1) ·
880053 (1) ·
880063 (1) ·
880085 (1) ·
880089 (1) ·
890002 (1) ·
930001 (1) ·
930003 (1) ·
930004 (1) ·
930005 (1) ·
930006 (1) ·
930470 (1) ·
940009 (1) ·
940151 (1)
'0.5Mi East of US-1 ' (1) ·
'0.7 Mi N of Boynton Bch ' (1) ·
'0.75 Mile North of SR-60 ' (1) ·
'0.7Mi East of US-1 ' (1) ·
'1 mile North of SR-70 ' (1) ·
'1 Mile South of SR-786 ' (1) ·
'1.25mi N of SR-68 ' (1) ·
'1.2MI East of US-1 ' (1) ·
'1.4MI E OF US-1 ' (1) ·
'2.7 Miles South of SR-60 ' (1) ·
'3.2MI W OF US-1 ' (1) ·
'3.6 Miles West Of US-1 ' (1) ·
'3/4 MI North of SR-706 ' (1) ·
'3MI W OF CR-615 ' (1) ·
'Just North of SR-850 ' (1) ·
'No. City Line Boca Raton ' (1) ·
'Port of Palm Beach ' (1) ·
'SR-5 S of Roosevelt BR ' (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 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)
Showing below up to 18 results in range #1 to #18.