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.
'Canal ' (1) ·
'Canal 15 ' (1) ·
'CR-5A ' (1) ·
'Crane Creek ' (1) ·
'Crane Creek Canal L-7 ' (1) ·
'Indian River IWW ' (1) ·
'Intracoastal Waterway ' (1) ·
'Intracoastal Waterway ' (1) ·
'Lake Worth Util Outfall ' (1) ·
'LK OSBORNE DR& CENTER DR' (1) ·
'LK OSBORNE DR&CENTER DR ' (1) ·
'LWDD E-3 CANAL ' (1) ·
'LWDD E-4 CANAL ' (1)
'6 Ave S to NB I-95' (1) ·
'6TH AVE SO. EB ' (1) ·
'6TH AVE SO. WB ' (1) ·
'Dubber Road ' (1) ·
'EB SR 802 Lake Ave' (1) ·
'Fountainhead Blvd.' (1) ·
'I-95 ' (1) ·
'John Rodes Blvd. ' (1) ·
'KELLER ROAD ' (1) ·
'Pinehurst Ave N ' (1) ·
'PIPER'S GLEN ROAD ' (1) ·
'SB I-95 to 6 Ave S' (1) ·
'US-192 EB ' (1) ·
'US-192 WB ' (1) ·
'WB SR 802 Lake Ave' (1)
700156 (1) ·
700174 (1) ·
700181 (1) ·
704045 (1) ·
704188 (1) ·
705601 (1) ·
705603 (1) ·
930104 (1) ·
930318 (1) ·
930510 (1) ·
930511 (1) ·
934302 (1) ·
934307 (1) ·
934940 (1) ·
936350 (1)
'0.1 mi E of Wickham Road ' (1) ·
'0.2 MI W of I-95 ' (1) ·
'0.5 MI WEST OF SR-809 ' (1) ·
'0.6MI W OF I-95 ' (1) ·
'0.6MI WEST OF I-95 ' (1) ·
'0.9 mi N of Wickham Rd ' (1) ·
'1.35Mi N of US-192 ' (1) ·
'100 ft West of Ruffner Rd' (1) ·
'Lake Ave / ICWW ' (1) ·
'Lake Ave. / ICWW ' (1) ·
'NE Quad I 95 6th Ave S ' (1) ·
'NW Quad I-95/6th Ave S ' (1) ·
'US-192 EB - Indian River ' (1) ·
'US-192 WB-Indian River ' (1) ·
I-95 NB and CR-5A (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) ·
N/A (1)
Deterioration or initial disintegration, minor chloride contamination, cracking with some leaching, or spalls on concrete or masonry walls and slabs. Local minor scouring at curtain walls, wingwalls or pipes. Metal culverts have a smooth curvature, non-symmetrical shape, significant corrosion or moderate pitting. (1) ·
N/A (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 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 15 results in range #1 to #15.