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.
'C-23 CANAL ' (1) ·
'CANAL ' (1) ·
'Canal C-47 ' (1) ·
'Canal C-48 ' (1) ·
'CANAL-17 ' (1) ·
'Cypress Creek ' (1) ·
'E-3 CANAL ' (1) ·
'HOWARD CREEK ' (1) ·
'Indian River ' (1) ·
'Indian River Relief ' (1) ·
'ITCWD CANAL #1 ' (1) ·
'ITCWD CANAL #2 ' (1) ·
'ITCWD CANAL 3 ' (1) ·
'LOXAHATCHEE RIVER ' (1) ·
'LWDD E-3 CANAL ' (1) ·
'RELIEF CANAL ' (1) ·
'SR 708 (Blue Heron Blvd)' (1) ·
'SR 91 TPK(OKEECH BV INT)' (1) ·
'Sykes Creek ' (1) ·
'W.P.B. Canal (C-51) ' (1)
'BISCAYNE DRIVE ' (1) ·
'Boynton Bch Blvd. ' (1) ·
'Brittan Avenue ' (1) ·
'Caballero Ave ' (1) ·
'CRESTWOOD BLVD ' (1) ·
'CRESTWOOD BLVD. ' (1) ·
'Eldron Blvd ' (1) ·
'I 95 SR 9 ' (1) ·
'LA MANCHA AVE. ' (1) ·
'MADRID STREET ' (1) ·
'MURPHY RD ' (1) ·
'NB 1-95 (SR-9) ' (1) ·
'Old Dixie Highway ' (1) ·
'ROYAL PLM BH BL NB' (1) ·
'ROYAL PLM BH BL SB' (1) ·
'SB I-95 (SR-9) ' (1) ·
'Sea Ray Drive ' (1) ·
'SR-805 (Dixie Hwy)' (1) ·
'SR510 Wabasso Road' (1) ·
'SR91 SB TPK 100.15' (1) ·
'WESTMORELAND BLVD ' (1)
704144 (1) ·
705913 (1) ·
705914 (1) ·
705915 (1) ·
705916 (1) ·
880050 (1) ·
880052 (1) ·
890115 (1) ·
890116 (1) ·
894003 (1) ·
930142 (1) ·
930359 (1) ·
930373 (1) ·
930375 (1) ·
930438 (1) ·
930519 (1) ·
934291 (1) ·
934294 (1) ·
934296 (1) ·
935750 (1) ·
937358 (1) ·
937359 (1) ·
937361 (1) ·
937363 (1) ·
945250 (1)
'.75 miles South of SR-882' (1) ·
'0.1MI S OF OKEECHOBEE BL ' (1) ·
'0.2 mi S of Cocoa Street ' (1) ·
'0.2 mi S of Jupiter Blvd ' (1) ·
'0.5 MI W OF HAVERHILL RD ' (1) ·
'0.5 MILES WEST OF SR-809 ' (1) ·
'0.5Mi East of US-1 ' (1) ·
'0.6MI S OF OKEECHOBEE BLV' (1) ·
'0.6MI W OF US-1 ' (1) ·
'0.7MI N of Northlake Blvd' (1) ·
'1.0Mi. S of Malabar Rd NE' (1) ·
'1.1MI NW OF HIGH MEADOW ' (1) ·
'1.2MI East of US-1 ' (1) ·
'1.2MI S OF OKEECHOBEE BL ' (1) ·
'1.5 Mi S of Malabar Rd. ' (1) ·
'1.7 miles North of SR 706' (1) ·
'1.9mi W of N Banana Ri Dr' (1) ·
'175FT S of LAS PALMAS ST ' (1) ·
'180ft W of LAS PALMAS ST.' (1) ·
'2.5 miles North of SR-706' (1) ·
'2MI N OF OKEECHOBEE BLV ' (1) ·
'At Exit 76 ' (1) ·
'WEST PALM BEACH INTERCH. ' (1)
26314057 (1) ·
26373441 (1) ·
26383999 (1) ·
26412599 (1) ·
26415366 (1) ·
26421351 (1) ·
26423954 (1) ·
26430840 (1) ·
26433343 (1) ·
26435320 (1) ·
26435409 (1) ·
26465960 (1) ·
26490300 (1) ·
26571634 (1) ·
26581961 (1) ·
26582109 (1) ·
27120310 (1) ·
27153115 (1) ·
27451178 (1) ·
27452951 (1) ·
27583729 (1) ·
27583761 (1) ·
27590343 (1) ·
27590359 (1) ·
28242068 (1)
80032221 (1) ·
80045519 (1) ·
80055680 (1) ·
80074708 (1) ·
80075210 (1) ·
80081956 (1) ·
80095468 (1) ·
80103697 (1) ·
80104046 (1) ·
80130371 (1) ·
80130890 (1) ·
80133989 (1) ·
80134000 (1) ·
80142395 (1) ·
80143409 (1) ·
80144092 (1) ·
80172570 (1) ·
80174285 (1) ·
80251396 (1) ·
80254429 (1) ·
80394165 (1) ·
80394182 (1) ·
80400209 (1) ·
80400429 (1) ·
80413919 (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) ·
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 25 results in range #1 to #25.
View (previous 250 | next 250) (20 | 50 | 100 | 250 | 500)