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.
704193 (1) ·
795713 (1) ·
884038 (1) ·
884047 (1) ·
884100 (1) ·
894049 (1) ·
895501 (1) ·
895504 (1) ·
895505 (1) ·
930800 (1)
'0.25MI E OF SEWALLS PT RD' (1) ·
'0.6MI S of SW96 ST(CR76A)' (1) ·
'1.7mi W Forrest/Tangerine' (1) ·
'100FT Eof SEWALLS PT. RD.' (1) ·
'200ft. S of 10th Street ' (1) ·
'33FT E OF CR-611 43RD AVE' (1) ·
'650FT E OF SEWALLS PT. RD' (1) ·
'80ft. East of 66th Ave. ' (1) ·
'AT CR-615 (66TH AVE.) ' (1) ·
'At Pluckebaum Rd ' (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 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 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 10 results in range #1 to #10.
View (previous 250 | next 250) (20 | 50 | 100 | 250 | 500)