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.
'B-19 Canal / Trib 1 ' (1) ·
'BOYNTON CANAL ' (1) ·
'C-1 Canal ' (1) ·
'Cabana Colony Circle ' (1) ·
'Cambridge Canal ' (1) ·
'Canal ' (1) ·
'Drainage Canal ' (1) ·
'E-2 Canal ' (1) ·
'E-4 Canal ' (1) ·
'Lake Ashby Canal ' (1) ·
'Lateral "B" Canal ' (1) ·
'Lateral C Canal ' (1) ·
'Reed Canal ' (1) ·
'Rio Mar Bay ' (1)
'4th Street ' (1) ·
'5th Street ' (1) ·
'Bay Drive ' (1) ·
'Esplanade Avenue ' (1) ·
'Hatton Road ' (1) ·
'JOG ROAD (NB) ' (1) ·
'JOG ROAD (SB) ' (1) ·
'Lake Ashby Road ' (1) ·
'Oak Lea Drive ' (1) ·
'Old Boynton Road ' (1) ·
'Old Dixie Highway ' (1) ·
'Oslo Rd (CR-606) ' (1) ·
'Palm Bay Parkway ' (1) ·
'Prosperity Farms R' (1) ·
'River Drive ' (1) ·
'Trailwood Drive ' (1)
705924 (1) ·
794123 (1) ·
794124 (1) ·
794146 (1) ·
796413 (1) ·
796414 (1) ·
796548 (1) ·
884069 (1) ·
884074 (1) ·
884076 (1) ·
885811 (1) ·
885812 (1) ·
934178 (1) ·
934552 (1) ·
934913 (1) ·
934951 (1) ·
934981 (1)
'0.1 Mile West of A1A ' (1) ·
'0.25Mi S/O Wiltshire Blvd' (1) ·
'0.26 Mi South of Pace Dr.' (1) ·
'0.4Mi. East of Congress A' (1) ·
'0.7MI N OF BOYNTON BEACH ' (1) ·
'0.7MI N OF BOYNTON BH BL ' (1) ·
'0.8Mi. N of PGA Blvd. ' (1) ·
'1 Mi. S of US-441 ' (1) ·
'100Ft. South of Bay Drive' (1) ·
'10ft. S/O Reed Canal Rd ' (1) ·
'200FT N/O Cap Diville Ave' (1) ·
'200ft. East of SR-415 ' (1) ·
'4.3 mi S of Wltr Brdmn Ln' (1) ·
'4.5 mi S of Wltr Brdmn Ln' (1) ·
'At 58th Ave ' (1) ·
'At CR-611 - 43rd Ave ' (1) ·
'At CR-613 ' (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 assessed or calculated scour condition. Scour is determined to be within the limits of footing or piles (Example B) by assessment (i.e.,bridge foundations are on rock formations that have been determined to resist scour within the service life of the bridge), by calculations or by installation of properly designed countermeasures (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 17 results in range #1 to #17.
View (previous 250 | next 250) (20 | 50 | 100 | 250 | 500)