Drilldown: bridge data
From Indian River Lagoon Project
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'17th Avenue North ' (1) ·
'6th Avenue South ' (1) ·
'90th Ave. ' (1) ·
'Angle Rd - Belcher Canal' (1) ·
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'Belvedere Rd to SB I-95 ' (1) ·
'C-23 CANAL ' (1) ·
'CR 782 Linton Blvd ' (1) ·
'CSX Railroad ' (1) ·
'Depot Ave & El Rio Canal' (1) ·
'Galiano Rd & C-24 Canal ' (1) ·
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'I-95 (SR-9) ' (1) ·
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'Lantana Road ' (1) ·
'Mercer Ave and CSX RR ' (1) ·
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'Ramps A G & C.S.X. RR ' (1) ·
'Ramps A&G/BelvedereRd/RR' (1) ·
'SR 60 ' (1) ·
'SR 802 Lake Worth Rd ' (1) ·
'SR 806 (Atlantic Ave.) ' (1) ·
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'SR-68 ' (1) ·
'SR-91 (Fla's. Turnpike) ' (1) ·
'SR-91 (Fla's.Turnpike) ' (1) ·
'SR802 Lake Worth Rd ' (1) ·
'Summit Boulevard ' (1) ·
'Ten Mile Creek ' (1) ·
'WPB Drainage Canal ' (1)
'I 95 SR 9 ' (1) ·
'I 95 SR 9 NB ' (1) ·
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'NB I-95 (SR 9) ' (1) ·
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'Peninsula Corp Dr ' (1) ·
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'SB I-95 (S.R. 9) ' (1) ·
'SB I-95 (SR-9 ) ' (1) ·
'SB I-95 (SR-9) ' (1) ·
'SB I-95 to PBIA ' (1) ·
'SR 80 to NB I-95 ' (1) ·
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'.5 miles South of SR-70 ' (1) ·
'0.25 mi N of Belvedere Rd' (1) ·
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'1.5 Mi N/O SW Kanner Hwy ' (1) ·
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'1.5 N of SW KANNER HWY ' (1) ·
'2 mi. N of Gatlin Blvd. ' (1) ·
'2 mi. N of Lantana Rd ' (1) ·
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'2.0 mi S of SR-60 ' (1) ·
'2.5 mi. N of SR 70 ' (1) ·
'2mi. N of SR714 on I95 ' (1) ·
'2mi.N of SR714 on I95 ' (1) ·
'Between SR 882 and SR 80 ' (1) ·
'E Congress Ave & N SR 806' (1) ·
'I-95 over SR-46 ' (1) ·
'I-95 over SR-60 ' (1) ·
'I-95 SR 806 interchange ' (1) ·
'I-95/SR 806 interchange ' (1) ·
'Just N. of Southern Blvd ' (1) ·
'Just North of SR70 on I95' (1) ·
'Lake Worth ' (1) ·
'Lantana I 95 Interchange ' (1) ·
'PBIA/I-95 Interchange ' (1)
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5800 (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)
10063 (1) ·
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