Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
- News Link (111)
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- 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.
'BRANCH OF MIAMI CANAL ' (1) ·
'Drainage Ditch ' (1) ·
'E-3 CANAL ' (1) ·
'EAST TURTLE CREEK ' (1) ·
'El Rio Canal ' (1) ·
'FPL Nuc Plant Disc Canal' (1) ·
'FPL Nuc Plant Intake Cnl' (1) ·
'I 95 SR 9 ' (1) ·
'I-95 (SR-9)/CSXRR ' (1) ·
'ICWW ' (1) ·
'Intracoastal Waterway ' (1) ·
'LWDD E 3-1/2 CANAL ' (1) ·
'LWDD E-3 CANAL ' (1) ·
'MANATEE POCKET ' (1) ·
'Military Trail & CSX RR ' (1) ·
'WPB STUB CANAL ' (1)
'BELVEDERE RD ' (1) ·
'COUNTY LINE RD ' (1) ·
'EB Lake Worth Rd. ' (1) ·
'EB SR808 Glades Rd' (1) ·
'HORSESHOE POINT RD' (1) ·
'Hypoluxo Rd ' (1) ·
'I 95 SR 9 ' (1) ·
'MIAMI CANAL ROAD ' (1) ·
'NW 13 ST ' (1) ·
'PALMETTO PK RD ' (1) ·
'SR A1A ' (1) ·
'SR AIA ' (1) ·
'SR-656 (17th St.) ' (1) ·
'WB SR808 Glades Rd' (1) ·
'Willowood Drive ' (1)
704032 (1) ·
880077 (1) ·
890101 (1) ·
894021 (1) ·
930245 (1) ·
930246 (1) ·
930247 (1) ·
930248 (1) ·
930251 (1) ·
930307 (1) ·
930329 (1) ·
934208 (1) ·
934516 (1) ·
934902 (1) ·
935215 (1) ·
940084 (1) ·
940085 (1) ·
940094 (1)
'.21 E of Minton Rd. ' (1) ·
'0.03Mi E of NW 15TH AVE ' (1) ·
'0.1MI W OF I-95 ' (1) ·
'0.2 Mi E of ANCHOR AVE. ' (1) ·
'0.25 miles S/O SR 794 ' (1) ·
'0.4 Mi. W of SR-A1A ' (1) ·
'1 Mile East of Jog Rd. ' (1) ·
'2.2MI S OF SR-80 ' (1) ·
'2.5Mi W of US-1 ' (1) ·
'800 ft West of I 95 ' (1) ·
'ADJ W SIDE MILITARY TRAIL' (1) ·
'Hypoluxo Rd over I 95&RR ' (1) ·
'South Causeway over ICWW ' (1) ·
'SR 808 / I 95 Interchange' (1) ·
'SR 808 I 95 Interchange ' (1) ·
'SR A1A FPL Nuc P Intake ' (1) ·
'SR AIA FPL Nuc Plt Disc ' (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 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.
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