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.
'Banana River ' (1) ·
'Cabana Colony Circle ' (1) ·
'Cambridge Canal ' (1) ·
'Canal C-51 ' (1) ·
'E-2 Canal ' (1) ·
'E-4 Canal ' (1) ·
'FL TPK SR-91 ' (1) ·
'ITCWD CANAL #2 ' (1) ·
'ITCWD CANAL 3 ' (1) ·
'Lateral C Canal ' (1) ·
'MAIN RELIEF CANAL ' (1) ·
'Rio Mar Bay ' (1) ·
'Sweetwater Branch ' (1)
'Banana River Drive' (1) ·
'Bay Drive ' (1) ·
'CR-611 43RD AVE. ' (1) ·
'CRESTWOOD BLVD ' (1) ·
'CRESTWOOD BLVD. ' (1) ·
'Hatton Road ' (1) ·
'Hypoluxo Rd ' (1) ·
'LittleRanchesTrail' (1) ·
'Old Boynton Road ' (1) ·
'Oslo Rd (CR-606) ' (1) ·
'Prosperity Farms R' (1) ·
'River Drive ' (1) ·
'Taylor Rd ' (1) ·
'Trailwood Drive ' (1)
704063 (1) ·
794010 (1) ·
796414 (1) ·
884056 (1) ·
884076 (1) ·
885811 (1) ·
885812 (1) ·
934178 (1) ·
934291 (1) ·
934294 (1) ·
934367 (1) ·
934552 (1) ·
934981 (1) ·
935920 (1)
'0.1 Mile West of A1A ' (1) ·
'0.2 mi East of SR-421 ' (1) ·
'0.25Mi S/O Wiltshire Blvd' (1) ·
'0.3 Mile West of SR-513 ' (1) ·
'0.4Mi. East of Congress A' (1) ·
'0.6MI S OF OKEECHOBEE BLV' (1) ·
'0.8Mi. N of PGA Blvd. ' (1) ·
'1 Mi. S of US-441 ' (1) ·
'1.2 Mi. East of Lyons Rd.' (1) ·
'1.2MI S OF OKEECHOBEE BL ' (1) ·
'100Ft. South of Bay Drive' (1) ·
'250ft North of SR-60 ' (1) ·
'At CR-611 - 43rd Ave ' (1) ·
'South Side of US-98 ' (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 (including piles) on dry land well above flood water elevations. (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 is scour critical; bridge foundations determined to be unstable for assessed or calculated scour conditions: Scour within limits of footing or piles. Scour below spread-footing base or pile tips. (1)
Showing below up to 14 results in range #1 to #14.