Drilldown: bridge data
From Indian River Lagoon Project
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'Belcher Canal (C-25) ' (1) ·
'C-18 Canal ' (1) ·
'C-23 CANAL ' (1) ·
'C-51 Canal ' (1) ·
'FPL Nuc Plant Disc Canal' (1) ·
'HUNGRYLAND CANAL C-18 ' (1) ·
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'LITTLE MUD CREEK ' (1) ·
'Loxahatchee River ' (1) ·
'Okeechobee Waterway ' (1) ·
'Rim Ditch Canal C-24 ' (1) ·
'SR 802 LAKE WORTH RD ' (1) ·
'SR 91 TPK (ST LUCIE INT)' (1) ·
'SR-91 (Fla's. Turnpike) ' (1) ·
'Ten Mile Creek ' (1) ·
'Troup Indiantown Canal ' (1) ·
'US 98-SR 80-WPB Canal ' (1)
'CR-606 Oslo Rd ' (1) ·
'CR-714 Indian St. ' (1) ·
'CR726(CITRUS BLVD)' (1) ·
'E/B S.R. 704 ' (1) ·
'Island Way ' (1) ·
'Levee Road ' (1) ·
'Loxahatchee Rvr Rd' (1) ·
'NB I-95 (SR-9) ' (1) ·
'NB I-95 (SR-9) ' (1) ·
'NB SR-615 ' (1) ·
'Park Road ' (1) ·
'Riverbend Park Rd ' (1) ·
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'SR A1A ' (1) ·
'SR-91TPK NBSB 97.4' (1) ·
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'SR70 WB Okeechobee' (1) ·
'SR91 N/S TPK 115.5' (1) ·
'SR91 N/S TPK 93.3 ' (1) ·
'SR91 SB TPK 143.3 ' (1) ·
'W/B S.R. 704 ' (1) ·
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'.5 miles South of SR-70 ' (1) ·
'0.1 MI West of SR-76 ' (1) ·
'0.14MI N of Indiantown Rd' (1) ·
'0.2 MI N OF ST LUCIE BLVD' (1) ·
'0.25 Mile N of Center St.' (1) ·
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'1.0MI SOUTH OF SR-706 ' (1) ·
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'13.5 Mi S/O S/B E of US27' (1) ·
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'2.0 MILES N OF SR 812 ' (1) ·
'2.6MI W OF SEMINOLE PRATT' (1) ·
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'3.9 mi. W of FL Turnpike ' (1) ·
'4.3 MI NORTH OF SR-802 ' (1) ·
'6.3MI S of SoBay at US-27' (1) ·
'At CR-613 ' (1) ·
'Between SRA1A&SR80 Cswys.' (1) ·
'NORTH OF BLIND CREEK ' (1) ·
'SR AIA FPL Nuc Plt Disc ' (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 assessed or calculated scour condition. Scour is determined to be within the limits of footing or piles (Example B) by assessment (i.e.,bridge foundations are on rock formations that have been determined to resist scour within the service life of the bridge), by calculations or by installation of properly designed countermeasures (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 28 results in range #1 to #28.