Drilldown: bridge data
From Indian River Lagoon Project
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Use the filters below to narrow your results.
'CR 702 45th Street ' (1) ·
'FL TPK (SR-91) ' (1) ·
'Hidden Valley Canal C15 ' (1) ·
'I 95 SR 9 ' (1) ·
'I-4 ' (1) ·
'Lateral D Canal ' (1) ·
'Main Relief Canal ' (1) ·
'Northlake Blvd. ' (1) ·
'SR 708 (Blue Heron Blvd)' (1) ·
'SR 882 Forest Hill Blvd ' (1) ·
'SR 91 TPK (PGA BV INT) ' (1) ·
'WPB Drainage Canal ' (1)
790191 (1) ·
884098 (1) ·
884099 (1) ·
930006 (1) ·
930294 (1) ·
930462 (1) ·
930516 (1) ·
930519 (1) ·
930520 (1) ·
930539 (1) ·
930540 (1) ·
931013 (1) ·
934283 (1)
'0.7Mi South of SR-60 ' (1) ·
'1 mi N Palm Bch Lake Blvd' (1) ·
'1.0 Mi West of Haverhill ' (1) ·
'1.9 Mi South of SR-60 ' (1) ·
'At Exit 74 ' (1) ·
'At Exit 76 ' (1) ·
'Between SR 710 and 786 ' (1) ·
'Enterprise Rd. Over I-4 ' (1) ·
'I-95 / SR 882 ' (1) ·
'No. City Line Boca Raton ' (1) ·
'Palm Beach Garden Interch' (1) ·
'SR 80 / I-95 Interchange ' (1)
160500 (1) ·
20647 (1) ·
213000 (1) ·
226000 (1) ·
28250 (1) ·
2900 (1) ·
31000 (1) ·
4100 (1) ·
6480 (1) ·
7400 (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 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)
11243 (1) ·
12839 (1) ·
24776 (1) ·
278468 (1) ·
369555 (1) ·
392110 (1) ·
49014 (1) ·
5031 (1) ·
53785 (1) ·
7118 (1)
Showing below up to 13 results in range #1 to #13.
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