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.
ObjectID:
'Belcher Canal (C-25) ' (1) ·
'Belvedere Rd to SB I-95 ' (1) ·
'C-1 Canal ' (1) ·
'C-18 Canal ' (1) ·
'C-23 CANAL ' (1) ·
'C-51 Canal ' (1) ·
'Canal 29 (5 mile creek) ' (1) ·
'CR 812 LANTANA RD ' (1) ·
'E3-canal ' (1) ·
'Eau Gallie River ' (1) ·
'FPL Nuc Plant Disc Canal' (1) ·
'Header Canal ' (1) ·
'Header Creek Canal ' (1) ·
'Intracoastal Waterway ' (1) ·
'L-19 Canal ' (1) ·
'L-5 Canal ' (1) ·
'Lateral A Canal ' (1) ·
'Lateral B Canal ' (1) ·
'LITTLE MUD CREEK ' (1) ·
'LOXAHATCHEE CREEK ' (1) ·
'Loxahatchee River ' (1) ·
'N Fork Loxahatchee River' (1) ·
'NB I-95 to Belvedere Rd.' (1) ·
'Okeechobee Waterway ' (1) ·
'Ramps A G & C.S.X. RR ' (1) ·
'Ramps A&G/BelvedereRd/RR' (1) ·
'Rim Ditch Canal C-24 ' (1) ·
'Rio Mar Bay ' (1) ·
'S-5 Discharge Canal ' (1) ·
'SR 70 ' (1) ·
'SR 91 TPK ' (1) ·
'SR 91 TPK (ST LUCIE INT)' (1) ·
'SR-68 ' (1) ·
'SR-91 N/S TPK ' (1) ·
'SR91 TPK (JUPITER INT) ' (1) ·
'Ten Mile Creek ' (1) ·
'Troup Indiantown Canal ' (1) ·
'US 98-SR 80-WPB Canal ' (1)
Facility 007:
Number 008:
Location 009:
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Longitude 017:
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935 (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 not over waterway. (1)
Future 114:
Showing below up to 53 results in range #1 to #53.
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