Drilldown: bridge data
From Indian River Lagoon Project
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Use the filters below to narrow your results.
'C-3 Canal ' (1) ·
'C-51 Canal ' (1) ·
'CORAL GARDENS OUTFALL ' (1) ·
'E3-canal ' (1) ·
'I-4 ' (1) ·
'I-95 ' (1) ·
'L-12 Canal ' (1) ·
'L-19 Canal ' (1) ·
'L-5 Canal ' (1) ·
'LOXAHATCHEE RIV NW FORK ' (1) ·
'LWDD L-14 Cnl ' (1) ·
'N Fork Loxahatchee River' (1) ·
'S-135 Canal ' (1) ·
'S-5 Discharge Canal ' (1) ·
I-95 (1)
'Benoist Farms Rd ' (1) ·
'Fox Lake Rd. ' (1) ·
'Haverhill Rd ' (1) ·
'HURON WAY ' (1) ·
'ISLAND WAY ' (1) ·
'Lake Ida Road ' (1) ·
'Levee Road ' (1) ·
'Melaleuca Lane ' (1) ·
'NORFOLK BLVD. ' (1) ·
'Park Road ' (1) ·
'Saxon Blvd EB ' (1) ·
'Saxon Blvd WB ' (1) ·
'SW Wood St. ' (1) ·
'TEQUESTA DRIVE ' (1) ·
'Tomoka Farms Rd. ' (1) ·
Grant Rd. (1) ·
Micco Rd. (1)
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'0.1Mi E of ONTARIO DRIVE ' (1) ·
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'1.0 Mi South of CR-827 ' (1) ·
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'13.5 Mi S/O S/B E of US27' (1) ·
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'1Mi E of CR809/Military T' (1) ·
'2.6MI W OF SEMINOLE PRATT' (1) ·
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'4.0 MI NW OF US-441 ' (1) ·
'6.0 Mi. West of US-27 ' (1) ·
'6.3MI S of SoBay at US-27' (1) ·
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'Saxon Blvd EB - I-4 ' (1) ·
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'Tomoka Farms Rd - I-4 ' (1) ·
1.3 Mi. East of CR-507 (1) ·
1.9MI E of Babcock St. (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 24 results in range #1 to #24.
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