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.
'BUCCANEER CANAL ' (1) ·
'BUTTERFLY CANAL ' (1) ·
'CANAL ' (1) ·
'CANAL E-4 ' (1) ·
'CR-3 ' (1) ·
'E-1 CANAL ' (1) ·
'E-2-E Canal ' (1) ·
'George King Blvd ' (1) ·
'L-8 CANAL ' (1) ·
'LAKE IDA CANAL ' (1) ·
'LWDD E-1 CANAL ' (1) ·
'Rose Bay Canal ' (1) ·
'SR-524 ' (1) ·
'SR-91 (FL. TPK.) ' (1) ·
George King Blvd (1)
'Atlantic Ave. ' (1) ·
'BOB W RD 130TH ST.' (1) ·
'Boynton Beach Blvd' (1) ·
'DATE PALM RD ' (1) ·
'I-95 NB ' (1) ·
'I-95 SB ' (1) ·
'INLET CAY DR. ' (1) ·
'LAKERIDGE BLVD ' (1) ·
'Main Street ' (1) ·
'MISSION HILL ROAD ' (1) ·
'SR-404 EB ' (1) ·
'SR-76(Kanner Hwy )' (1) ·
'SR-A1A NB ' (1) ·
'SR806 Atlantic Ave' (1) ·
'SW 22ND WAY ' (1) ·
'WEST LAKE DRIVE ' (1) ·
SR-A1A SB (1)
700054 (1) ·
700128 (1) ·
700145 (1) ·
700210 (1) ·
700211 (1) ·
794122 (1) ·
890126 (1) ·
930032 (1) ·
930463 (1) ·
930464 (1) ·
934488 (1) ·
934927 (1) ·
935201 (1) ·
935202 (1) ·
935305 (1) ·
935306 (1) ·
936264 (1) ·
936654 (1)
'.25mi W OF I-95 ' (1) ·
'0.2 MI W OF A1A ' (1) ·
'0.2 mile East of US-1 ' (1) ·
'0.2MI E OF US-441 (SR-7) ' (1) ·
'0.4 MILE S OF ROYAL PALM ' (1) ·
'0.4M S OF ROYAL PALM ' (1) ·
'0.5 MI S of FOREST HILL ' (1) ·
'100FT E OF SOUTH LAKE DR ' (1) ·
'150 FT E of SW 10TH ST ' (1) ·
'300' E of FL Turnpike ' (1) ·
'AT SR-7 (Range Line Rd) ' (1) ·
'Boynton Bch Blvd at SR-7 ' (1) ·
'East of SR 7 on SR 806 ' (1) ·
'I-95 NB - SR-524 ' (1) ·
'I-95 SB - SR-524 ' (1) ·
'SR-404 EB over CR-3 ' (1) ·
'SR-A1A - George King Blvd' (1) ·
SR-A1A SB- George King (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 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 18 results in range #1 to #18.
View (previous 250 | next 250) (20 | 50 | 100 | 250 | 500)