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.
'BIG MUD CREEK ' (1) ·
'BLIND CREEK ' (1) ·
'BRANCH OF MIAMI CANAL ' (1) ·
'CSX RAILROAD ' (1) ·
'Drainage Ditch ' (1) ·
'E-2-E Canal ' (1) ·
'E-3 CANAL ' (1) ·
'Halifax Canal ' (1) ·
'Hidden Valley Canal C15 ' (1) ·
'LWDD CANAL E-3 ' (1) ·
'LWDD E-3 CANAL ' (1) ·
'LWDD L-2 Canal ' (1) ·
'MANATEE POCKET ' (1) ·
'Misner Branch ' (1) ·
'North Lake ' (1) ·
'Reed Canal ' (1) ·
'Tomoka River ' (1)
'Center Avenue ' (1) ·
'EB Lake Worth Rd. ' (1) ·
'EB North Lake Blvd' (1) ·
'FLORIDA MANGO RD ' (1) ·
'GUN CLUB RD ' (1) ·
'HORSESHOE POINT RD' (1) ·
'Main Trail ' (1) ·
'MIAMI CANAL ROAD ' (1) ·
'PALMETTO PK RD ' (1) ·
'PLM BEACH LAKES BL' (1) ·
'Saul Street ' (1) ·
'SR-40 WB ' (1) ·
'SR-A1A ' (1) ·
'SR806 Atlantic Ave' (1) ·
'US-1 (SR-5) ' (1) ·
'Willowood Drive ' (1)
704032 (1) ·
790027 (1) ·
795521 (1) ·
796000 (1) ·
796518 (1) ·
890101 (1) ·
930006 (1) ·
930032 (1) ·
930050 (1) ·
930329 (1) ·
934203 (1) ·
934254 (1) ·
934516 (1) ·
934902 (1) ·
937709 (1) ·
940003 (1) ·
940004 (1)
'.21 E of Minton Rd. ' (1) ·
'0.1MI W OF DIXIE HIGHWAY ' (1) ·
'0.2 Mi E of ANCHOR AVE. ' (1) ·
'0.23 MI N FPL POWER PLANT' (1) ·
'0.5MI S OF OKEECHOBEE BLV' (1) ·
'0.8 Mile West of Nova Rd ' (1) ·
'0.83 MI N FPL POWER PLANT' (1) ·
'1 Mile East of Jog Rd. ' (1) ·
'1MI W OF SR 809 ' (1) ·
'1mi. W of US-1. ' (1) ·
'2.2MI S OF SR-80 ' (1) ·
'300' E of FL Turnpike ' (1) ·
'ADJ W SIDE MILITARY TRAIL' (1) ·
'At Intersection w LPGA BL' (1) ·
'At Reed Canal Road ' (1) ·
'No. City Line Boca Raton ' (1) ·
'SR-40 WB -Tomoka River ' (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 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 17 results in range #1 to #17.
View (previous 250 | next 250) (20 | 50 | 100 | 250 | 500)