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.
ObjectID:
'Australian Ave and Canal' (1) ·
'Belvedere Rd to SB I-95 ' (1) ·
'C-1 Canal ' (1) ·
'C-51 Canal ' (1) ·
'Canal 29 (5 mile creek) ' (1) ·
'CR 812 LANTANA RD ' (1) ·
'CR-712 Midway Road ' (1) ·
'E3-canal ' (1) ·
'Eau Gallie River ' (1) ·
'F.P.F.W.C.D. Canal No. 1' (1) ·
'Header Canal ' (1) ·
'Header Creek Canal ' (1) ·
'I-4 ' (1) ·
'I-95 Rmp A C D G & CSXRR' (1) ·
'L-5 Canal ' (1) ·
'Lateral A Canal ' (1) ·
'LATERAL CANAL L-5 ' (1) ·
'N Fork Loxahatchee River' (1) ·
'NB I-95 to Belvedere Rd.' (1) ·
'Ramps A G & C.S.X. RR ' (1) ·
'Ramps A&G/BelvedereRd/RR' (1) ·
'Rio Mar Bay ' (1) ·
'ROY'S SWALE ' (1) ·
'S-5 Discharge Canal ' (1) ·
'SR 70 ' (1) ·
'SR 91 TPK ' (1) ·
'SR-614 (Indrio Rd) ' (1) ·
'SR-68 ' (1) ·
'SR-713 (King Hwy) ' (1) ·
'SR-91 (FL TPK) ' (1) ·
'SR-91 (Fla's.Turnpike) ' (1) ·
'SR-91 N/S TPK ' (1) ·
'SR91 TPK (JUPITER INT) ' (1) ·
'ST LUCIE CANAL ' (1) ·
'Ten Mile Creek ' (1)
Facility 007:
Number 008:
Location 009:
Latitude 016:
Longitude 017:
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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) ·
No noticeable or noteworthy deficiencies which affect the condition of the channel. (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)
10063 (1) ·
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9 (1) ·
900 (1) ·
9196 (1)
Showing below up to 46 results in range #1 to #46.
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