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.
930015 (1) ·
930319 (1) ·
930325 (1) ·
930401 (1) ·
930413 (1) ·
930415 (1) ·
930433 (1) ·
930446 (1) ·
930456 (1) ·
930460 (1) ·
934208 (1) ·
934213 (1) ·
934273 (1) ·
934327 (1) ·
934902 (1) ·
934924 (1)
'0.1MI W OF I-95 ' (1) ·
'0.5 mile West of I-95 ' (1) ·
'1.4 miles east of I-95 ' (1) ·
'1.5 mile North of SR 804 ' (1) ·
'ADJ W SIDE MILITARY TRAIL' (1) ·
'AT SOUTHERN BLVD. ' (1) ·
'AT SOUTHERN/FORESTHILINTR' (1) ·
'E Congress Ave. & W I-95 ' (1) ·
'Glades Rd. & Turnpike ' (1) ·
'Just E SR 7-Forest Hill ' (1) ·
'Just west of I-95 ' (1) ·
'Lake Worth Rd at FL Trnpk' (1) ·
'Lake Worth Rd. at SR-7 ' (1) ·
'PALMETTO PK RD US-441 SR7' (1) ·
'SR-80 & Military Trail ' (1) ·
'SR-808 at SR-7 Boca Raton' (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)
Showing below up to 16 results in range #1 to #16.
View (previous 250 | next 250) (20 | 50 | 100 | 250 | 500)