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.
795700 (1) ·
796414 (1) ·
890800 (1) ·
894014 (1) ·
894049 (1) ·
895501 (1) ·
895505 (1) ·
930801 (1) ·
930805 (1) ·
930806 (1) ·
935303 (1)
'0.13mi NW from N Causeway' (1) ·
'0.2 MI West of US-98 ' (1) ·
'0.25MI E OF SEWALLS PT RD' (1) ·
'0.25Mi S/O Wiltshire Blvd' (1) ·
'0.4MI NE OF A1A ' (1) ·
'0.6MI S of SW96 ST(CR76A)' (1) ·
'100FT Eof SEWALLS PT. RD.' (1) ·
'2.6MI W OF SEMINOLE PRATT' (1) ·
'200FT N of NW 22ND STR ' (1) ·
'300FT East of CR-717 ' (1) ·
'4.0 MI NW OF US-441 ' (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) ·
No noticeable or noteworthy deficiencies which affect the condition of the channel. (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 11 results in range #1 to #11.
View (previous 250 | next 250) (20 | 50 | 100 | 250 | 500)