Drilldown: bridge data
From Indian River Lagoon Project
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'Belcher Canal (C-25) ' (1) ·
'C-23 CANAL ' (1) ·
'C-51 Canal ' (1) ·
'CR 712 (Midway Road) ' (1) ·
'CR-712 Midway Road ' (1) ·
'E3-canal ' (1) ·
'Header Creek Canal ' (1) ·
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'L-19 Canal ' (1) ·
'L-5 Canal ' (1) ·
'LITTLE MUD CREEK ' (1) ·
'N Fork Loxahatchee River' (1) ·
'NB I-95 to Belvedere Rd.' (1) ·
'Ramps A G & C.S.X. RR ' (1) ·
'Rim Ditch Canal C-24 ' (1) ·
'S-5 Discharge Canal ' (1) ·
'SR-614 (Indrio Rd) ' (1) ·
'SR-91 (FL TPK) ' (1) ·
'Ten Mile Creek ' (1)
'Benoist Farms Rd ' (1) ·
'E/B S.R. 704 ' (1) ·
'EB SR 70 ' (1) ·
'Levee Road ' (1) ·
'Melaleuca Lane ' (1) ·
'NB I-95 (SR-9) ' (1) ·
'NB I-95 (S.R. 9) ' (1) ·
'NB I-95 (SR-9) ' (1) ·
'NB SR-615 ' (1) ·
'Park Road ' (1) ·
'PBIA to SB I-95 ' (1) ·
'SB I-95 (S.R. 9) ' (1) ·
'SB I-95 (SR-9) ' (1) ·
'SB SR-615 ' (1) ·
'SR 70 EB ' (1) ·
'SR 80 to NB I-95 ' (1) ·
'SR A1A ' (1) ·
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'SR70 WB Okeechobee' (1) ·
'TEQUESTA DRIVE ' (1) ·
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'0.6 Mile West of US-27 ' (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 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 30 results in range #1 to #30.