Drilldown: bridge data
From Indian River Lagoon Project
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- 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.
'C-23 CANAL ' (1) ·
'C-3 Canal ' (1) ·
'C-51 Canal ' (1) ·
'Casa Mar Dr ' (1) ·
'Crane Creek Canal L-7 ' (1) ·
'EB SR80 & C-51 Canal ' (1) ·
'El Rio Canal ' (1) ·
'Fla. Turnpike & 2 canals' (1) ·
'Intracoastal Waterway ' (1) ·
'Lake Worth Tide Relief' (1) ·
'Lateral "B" Canal ' (1) ·
'Lateral B Canal ' (1) ·
'LWDD E-3 Canal ' (1) ·
'LWDD L30 Canal ' (1) ·
'MANATEE CREEK ' (1) ·
'WB SR 80 ' (1)
'12th Street ' (1) ·
'4th Street ' (1) ·
'CR-606 Oslo Rd ' (1) ·
'CR-722 (COVE RD) ' (1) ·
'Fountainhead Blvd.' (1) ·
'Gateway Blvd. ' (1) ·
'Hagen Ranch Road ' (1) ·
'Lake Ida Road ' (1) ·
'Lyons Rd ' (1) ·
'MURPHY RD ' (1) ·
'NB SR 807 ' (1) ·
'NBSR807 to EBSR80 ' (1) ·
'SB SR 807 ' (1) ·
'Southern Boulevard' (1) ·
'Spanish River Blvd' (1) ·
'SR80(SouthernBlvd)' (1) ·
'WB Forest Hill Bld' (1)
705603 (1) ·
884071 (1) ·
884074 (1) ·
884075 (1) ·
890011 (1) ·
894003 (1) ·
930097 (1) ·
930098 (1) ·
930474 (1) ·
930475 (1) ·
930476 (1) ·
930514 (1) ·
930532 (1) ·
930533 (1) ·
934363 (1) ·
934954 (1) ·
934958 (1) ·
934963 (1) ·
935222 (1)
'.5MI W of A1A & E of SR-5' (1) ·
'0.1 mi E of Wickham Road ' (1) ·
'0.1 Mile East of A1A ' (1) ·
'0.25mi W of S.R.-A1A ' (1) ·
'0.5MI W of SR-809 Mil Trl' (1) ·
'1.1MI NW OF HIGH MEADOW ' (1) ·
'1.5Mi E of Military Trail' (1) ·
'1.7 miles east of SR 7 ' (1) ·
'1Mi E of CR809/Military T' (1) ·
'2.0 Miles N of SR-806 ' (1) ·
'2.2MI N of Boynton Bch Bl' (1) ·
'At CR-613 ' (1) ·
'At CR-613 - 58th Ave ' (1) ·
'SE quadrant PB Int Airpt ' (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 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)
N/A (1) ·
Shrinkage cracks, light scaling and insignificant spalling which does not expose reinforcing steel. Insignificant damage caused by drift with no misalignment and not requiring corrective action. Some minor scouring has occured near curtain walls, wingwalls or pipes. Metal culverts have a smooth symmetrical curvature with superficial corrosion and no pitting. (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) ·
Bridge not over waterway. (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 19 results in range #1 to #19.