Drilldown: bridge data
From Indian River Lagoon Project
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15616 (1) ·
15617 (1) ·
15623 (1) ·
15657 (1) ·
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19548 (1) ·
19551 (1)
'6th Avenue South ' (1) ·
'C-15 Canal ' (1) ·
'Canal 29 (5 mile creek) ' (1) ·
'CR 702 45th Street ' (1) ·
'CR 782 Linton Blvd ' (1) ·
'E3-canal ' (1) ·
'Florida Turnpike (SR-91)' (1) ·
'I 95 SR 9 ' (1) ·
'I-95 (S.R. 9) ' (1) ·
'I-95 (SR-9) ' (1) ·
'Lake Ida Road ' (1) ·
'Northlake Blvd. ' (1) ·
'Palm Beach Lake Blvd ' (1) ·
'Palm Beach Lakes Blvd. ' (1) ·
'Palmetto Park Road ' (1) ·
'PGA Blvd SR 786 ' (1) ·
'SR 708 (Blue Heron Blvd)' (1) ·
'SR 794 Yamato Rd ' (1) ·
'SR 806 (Atlantic Ave.) ' (1) ·
'SR 882 Forest Hill Blvd ' (1) ·
'SR-68 ' (1) ·
'WPB CANAL C-51 ' (1) ·
'WPB Drainage Canal ' (1)
'Becker Rd. ' (1) ·
'Becker Road ' (1) ·
'Crosstown Parkway ' (1) ·
'EB US 98 SR 80 ' (1) ·
'I 95 NB ' (1) ·
'I 95 SB ' (1) ·
'I 95 SR 9 ' (1) ·
'I 95 SR 9 NB ' (1) ·
'I 95 SR 9 SB ' (1) ·
'I-95 (SR 9) ' (1) ·
'KIRK ROAD ' (1) ·
'Melaleuca Lane ' (1) ·
'NB I 95 SR 9 ' (1) ·
'NB I-95 (S.R. 9) ' (1) ·
'NB I-95 (SR 9) ' (1) ·
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'SB I-95 (S.R. 9) ' (1) ·
'SR 68 (Orange Ave)' (1) ·
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'0.3 Mi. W of SE Bosko Dr ' (1) ·
'1 mi N Palm Bch Lake Blvd' (1) ·
'1 mi. east I-95 on SR 68 ' (1) ·
'1 mile North of SR 704 ' (1) ·
'1 mile S of Linton Blvd ' (1) ·
'1.1Mi W of Miltiary Trail' (1) ·
'1.3mi South of 10th Ave N' (1) ·
'1.5 miles South of SR 806' (1) ·
'1mi. N of North Lake Blvd' (1) ·
'At Exit 74 ' (1) ·
'At Exit 76 ' (1) ·
'AT SR-80 SOUTHERN BLVD ' (1) ·
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'Between SR 710 and 786 ' (1) ·
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'E Congress Ave & N SR 806' (1) ·
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'Just North of Exit 48 ' (1) ·
'Just North of SR70 on I95' (1) ·
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'SR 80 / I-95 Interchange ' (1)
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29307 (1) ·
85750 (1) ·
8800 (1) ·
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9900 (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)
148776 (1) ·
15268 (1) ·
157018 (1) ·
17176 (1) ·
175235 (1) ·
176174 (1) ·
177838 (1) ·
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184778 (1) ·
25331 (1) ·
27066 (1) ·
278468 (1) ·
30363 (1) ·
3123 (1) ·
369555 (1) ·
392110 (1) ·
402520 (1) ·
47280 (1) ·
49014 (1) ·
50848 (1)
Showing below up to 26 results in range #1 to #26.
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