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.
'BELCHER C-25 CANAL ' (1) ·
'LATERAL A CANAL ' (1) ·
'Long Creek ' (1) ·
'MAIN RELIEF CANAL ' (1) ·
'N Fork St. Lucie River ' (1) ·
'N. Fork St. Lucie River ' (1) ·
'NORTH FORK ST LUCIE RVR ' (1) ·
'SOUTH RELIEF CANAL ' (1) ·
'SR 91 TPK ' (1) ·
'SR-91 (Florida Turnpike)' (1) ·
'TAYLOR CREEK CANAL-1 ' (1)
'CR-611 (43 AVE) ' (1) ·
'CR-611 (45th ST.) ' (1) ·
'CR-611 43RD AVE. ' (1) ·
'CR-712 (MIDWAY RD)' (1) ·
'CR712 MDWYRD 150.3' (1) ·
'EB Prt St Lucie Bd' (1) ·
'EB St. Lucie Blvd.' (1) ·
'KEEN RD (CR-611) ' (1) ·
'KEENE ROAD/CR-611 ' (1) ·
'Port St. Lucie Bld' (1) ·
'WB Prt St Lucie Bd' (1) ·
'WB St. Lucie Blvd.' (1)
880045 (1) ·
884056 (1) ·
884102 (1) ·
940035 (1) ·
940037 (1) ·
940050 (1) ·
940139 (1) ·
940140 (1) ·
940142 (1) ·
940144 (1) ·
940145 (1) ·
944014 (1)
Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and brush restrict the channel. (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 12 results in range #1 to #12.
View (previous 250 | next 250) (20 | 50 | 100 | 250 | 500)