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.
'Alamana Canal ' (1) ·
'Boynton Canal C16 ' (1) ·
'Deep Creek ' (1) ·
'Earman River (C-17) ' (1) ·
'Frazier Creek ' (1) ·
'Hidden Valley Canal C15 ' (1) ·
'Intracoastal Waterway ' (1) ·
'Lake Ashby Canal ' (1) ·
'MAIN CANAL VERO BEACH ' (1) ·
'Miller Creek ' (1) ·
'Moore's Creek ' (1) ·
'South Relief Canal ' (1) ·
'SR-710 ' (1) ·
'Sweetwater Creek ' (1) ·
'Taylor Creek(C-25 Canal)' (1) ·
'Trib to Spruce Creek ' (1) ·
'Tributary to Spruce Crk ' (1)
790033 (1) ·
790034 (1) ·
790035 (1) ·
794007 (1) ·
794008 (1) ·
794019 (1) ·
794045 (1) ·
880085 (1) ·
880089 (1) ·
890002 (1) ·
930001 (1) ·
930003 (1) ·
930004 (1) ·
930005 (1) ·
930006 (1) ·
930470 (1) ·
940009 (1) ·
940151 (1)
'.7 mi S of Taylor Rd ' (1) ·
'0.1 Mi North of Taylor Rd' (1) ·
'0.6 mi North of Taylor Rd' (1) ·
'0.7 Mi N of Boynton Bch ' (1) ·
'0.75 Mile North of SR-60 ' (1) ·
'0.9 Mi North of CR-4118 ' (1) ·
'1 mile North of SR-70 ' (1) ·
'1 Mile South of SR-786 ' (1) ·
'1.25mi N of SR-68 ' (1) ·
'2.7 Miles South of SR-60 ' (1) ·
'3/4 MI North of SR-706 ' (1) ·
'Just North of SR-850 ' (1) ·
'No. City Line Boca Raton ' (1) ·
'Port of Palm Beach ' (1) ·
'SR-415 - Alamana Canal ' (1) ·
'SR-415 - Deep Creek ' (1) ·
'SR-415 - Lake Ashby Canal' (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 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)
Showing below up to 18 results in range #1 to #18.