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-18 Canal ' (1) ·
'C-24 Canal ' (1) ·
'C-51 Canal ' (1) ·
'E3-canal ' (1) ·
'Eau Gallie River ' (1) ·
'El Rio Canal ' (1) ·
'I-95 ' (1) ·
'L-19 Canal ' (1) ·
'L-5 Canal ' (1) ·
'N Fork Loxahatchee River' (1) ·
'Platt Ranch Access Road ' (1) ·
'Rio Mar Bay ' (1) ·
'S-5 Discharge Canal ' (1) ·
'Spruce Creek ' (1)
'Apollo Boulevard ' (1) ·
'Bay Drive ' (1) ·
'Benoist Farms Rd ' (1) ·
'CAMINO REAL ' (1) ·
'CR-4009 ' (1) ·
'Crosstown Parkway ' (1) ·
'Levee Road ' (1) ·
'Loxahatchee Rvr Rd' (1) ·
'Melaleuca Lane ' (1) ·
'Park Road ' (1) ·
'River Drive ' (1) ·
'Spanish River Blvd' (1) ·
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'TEQUESTA DRIVE ' (1) ·
'Viera Blvd EB ' (1) ·
'Viera Blvd WB ' (1)
704097 (1) ·
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'0.1 Mile West of A1A ' (1) ·
'0.25 Mile N of Center St.' (1) ·
'0.4 MI W of US-1 ' (1) ·
'0.6 Mile West of US-27 ' (1) ·
'0.7 Mi. West of I-95 ' (1) ·
'1 Mi So. of SR-421 ' (1) ·
'1.0 Mi South of CR-827 ' (1) ·
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'1.5Mi E of Military Trail' (1) ·
'100Ft. South of Bay Drive' (1) ·
'13.5 Mi S/O S/B E of US27' (1) ·
'14.8 Mi West of US-27 ' (1) ·
'2.6MI W OF SEMINOLE PRATT' (1) ·
'2.9 Miles South of US-192' (1) ·
'21.0 Mi North of US-27 ' (1) ·
'6.0 Mi. West of US-27 ' (1) ·
'6.3MI S of SoBay at US-27' (1) ·
'Apollo Blvd - Eau Gallie ' (1) ·
'Benoist Farms Rd at SR-80' (1) ·
'Viera Blvd EB over I-95 ' (1) ·
'Viera Blvd WB over I-95 ' (1)
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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)
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)
Showing below up to 22 results in range #1 to #22.