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.S.X. R/R ' (1) ·
'Canal ' (1) ·
'CSX Railroad ' (1) ·
'Dirksen Dr ' (1) ·
'Dirksen Drive ' (1) ·
'I-95 (SR 9) ' (1) ·
'Intracoastal Waterway ' (1) ·
'Melb Tillman Canal 37 ' (1) ·
'OUTFALL CANAL ' (1) ·
'OUTFALL SLOUGH ' (1) ·
'SFWMD L-13 CANAL ' (1) ·
'SR 706 & I-95/SR706 Ramp' (1) ·
'SR-91 (Fla's.Turnpike) ' (1) ·
'SR-91 Fl. Tpk ' (1) ·
'TEN MILE CREEK ' (1)
'CR 76A ' (1) ·
'CR-700 ' (1) ·
'CR611B(SELVITZ RD)' (1) ·
'EB 706 To SB I-95 ' (1) ·
'EB PGA Blvd. ' (1) ·
'I-4 EB ' (1) ·
'I-4 WB ' (1) ·
'Malabar Rd ' (1) ·
'SB I-95 (SR-9 ) ' (1) ·
'SR91 NB TPK 175.4 ' (1) ·
'SR91 NB TPK 189.1 ' (1) ·
'SR91 SB TPK 175.4 ' (1) ·
'SR91 SB TPK 189.1 ' (1) ·
'SW 23 Ave Golf Rd ' (1) ·
'WB PGA Blvd. ' (1) ·
'WB SR706 to SB I95' (1) ·
'Woolbright Road ' (1)
704004 (1) ·
705953 (1) ·
790042 (1) ·
790100 (1) ·
880057 (1) ·
880060 (1) ·
880065 (1) ·
880068 (1) ·
890114 (1) ·
890121 (1) ·
930085 (1) ·
930106 (1) ·
930300 (1) ·
930303 (1) ·
930349 (1) ·
930384 (1) ·
930390 (1) ·
940015 (1)
'0.1 mi E of Minton Rd ' (1) ·
'0.2MI S OF EDWARDS RD ' (1) ·
'1.4 MI S OF OSCEOLA CNTY ' (1) ·
'1.5 N of SW KANNER HWY ' (1) ·
'1.8 MI N OF ST LUCIE CNTY' (1) ·
'1000'W of SR5 & E ofSR811' (1) ·
'2.5 Miles West of CR-509 ' (1) ·
'CR 76A over I-95 ' (1) ·
'I-4 EB - Dirksen Dr ' (1) ·
'I-4 WB - Dirksen Drive ' (1) ·
'I-95 / SR 706 Interchange' (1) ·
'INT. OF CR-700 & CR-880 ' (1) ·
'Just West of I 95 ' (1) ·
'Tpk. SR 706 Interchange ' (1) ·
'W of I 95 on Woolbright ' (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 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)
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 assessed or calculated scour conditions; field review indicates action is required to protect exposed foundations (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)
Showing below up to 18 results in range #1 to #18.