Drilldown: bridge data
From Indian River Lagoon Project
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'Belcher Canal (C-25) ' (1) ·
'C-18 Canal ' (1) ·
'C-51 Canal ' (1) ·
'CR 812 LANTANA RD ' (1) ·
'Header Creek Canal ' (1) ·
'Intracoastal Waterway ' (1) ·
'L-5 Canal ' (1) ·
'LITTLE MUD CREEK ' (1) ·
'N Fork Loxahatchee River' (1) ·
'NB I-95 to Belvedere Rd.' (1) ·
'Rim Ditch Canal C-24 ' (1) ·
'Rio Mar Bay ' (1) ·
'SR 91 TPK ' (1) ·
'SR91 TPK (JUPITER INT) ' (1) ·
'Ten Mile Creek ' (1) ·
'Troup Indiantown Canal ' (1)
'Bay Drive ' (1) ·
'CR726(CITRUS BLVD)' (1) ·
'DNLD RS RD E 112.2' (1) ·
'E/B S.R. 704 ' (1) ·
'EB SR 70 ' (1) ·
'Levee Road ' (1) ·
'Loxahatchee Rvr Rd' (1) ·
'NB SR-615 ' (1) ·
'Park Road ' (1) ·
'River Drive ' (1) ·
'SB SR-615 ' (1) ·
'SR 70 EB ' (1) ·
'SR 80 to NB I-95 ' (1) ·
'SR A1A ' (1) ·
'SR70 EB Okeechobee' (1) ·
'SR70 WB Okeechobee' (1) ·
'SR91 NB TPK 116.3 ' (1) ·
'SR91 NB TPK 91.26 ' (1) ·
'SR91 SB TPK 91.26 ' (1) ·
'TEQUESTA DRIVE ' (1) ·
'W/B S.R. 704 ' (1) ·
'WB SR-70 ' (1)
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'0.1 Mile West of A1A ' (1) ·
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'1.5 mi N of SR 68 ' (1) ·
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'100Ft. South of Bay Drive' (1) ·
'14.8 Mi West of US-27 ' (1) ·
'1mi. West of CR-613 ' (1) ·
'2.1 M S OF LAKEWORTH INTR' (1) ·
'2.1MI S LAKEWORTH INTERCH' (1) ·
'2.6MI W OF SEMINOLE PRATT' (1) ·
'3.9 MI W of FL Tpk SR 91 ' (1) ·
'3.9 mi. W of FL Turnpike ' (1) ·
'6.0 Mi. West of US-27 ' (1) ·
'7 MI W of FL TPK SR91 ' (1) ·
'Between SRA1A&SR80 Cswys.' (1) ·
'Just N. of Southern Blvd ' (1) ·
'N.OF PGA BLVD S.JUPITER ' (1) ·
'NORTH OF BLIND CREEK ' (1) ·
'SR 91 at Jupiter Interch ' (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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