Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
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'C-17 CANAL ' (1) ·
'CANAL C-17 ' (1) ·
'E-2-E Canal ' (1) ·
'E-3 CANAL ' (1) ·
'E3-canal ' (1) ·
'Earman River (C-17) ' (1) ·
'Intracoastal Waterway ' (1) ·
'L-14 CANAL ' (1) ·
'LAT CANAL (LK WORTH INT)' (1) ·
'LATERAL CANAL #38 ' (1) ·
'LWDD E-2 W ' (1) ·
'LWDD E-2E Canal ' (1) ·
'LWDD E-3 CANAL ' (1) ·
'LWDD L-14 Cnl ' (1) ·
'LWDD LAT 8 CANAL ' (1) ·
'North Lake ' (1) ·
'NORTH PALM BCH WATERWAY ' (1) ·
'SR 802 LAKE WORTH RD ' (1) ·
'Tide Relief Canal ' (1)
'10TH AVE NORTH ' (1) ·
'BISCAYNE DRIVE ' (1) ·
'CRESTHAVEN BLVD ' (1) ·
'EB Lake Worth Rd. ' (1) ·
'EB North Lake Blvd' (1) ·
'Forest Hill Blvd. ' (1) ·
'Haverhill Rd ' (1) ·
'JOG ROAD ' (1) ·
'KUDZA ROAD ' (1) ·
'Lake Worth Road ' (1) ·
'Lantana Road ' (1) ·
'LIGHTHOUSE DRIVE ' (1) ·
'Melaleuca Lane ' (1) ·
'PARK AVE. W. ' (1) ·
'PROSPERITY FARMS R' (1) ·
'PURDY LANE ' (1) ·
'SR 91 TPK RMP 93.5' (1) ·
'SR-A1A ' (1) ·
'SR91 N/S TPK 92.1 ' (1) ·
'SR91 N/S TPK 93.3 ' (1) ·
'US-1 (SR-5) ' (1) ·
'WB Lake Worth Rd. ' (1) ·
'WB N. Lake Blvd. ' (1)
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'0.4MI S of Melaleuca Ln ' (1) ·
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'0.8 MI N of LANTANA ROAD ' (1) ·
'0.9MI W OF MILITARY TRAIL' (1) ·
'1 Mile East of Jog Rd. ' (1) ·
'1 Mile South of SR-786 ' (1) ·
'1.1Mi W of Miltiary Trail' (1) ·
'1.2 MI NO OF LANTANA RD ' (1) ·
'1.5mi E of Jog Rd. ' (1) ·
'100ft E of Fla Turnpike ' (1) ·
'1MI W of SR809 MIL. TRL ' (1) ·
'1mi. east of Jog Rd. ' (1) ·
'1mi. W of US-1. ' (1) ·
'1mi. West of US-1 ' (1) ·
'2.0 MILES N OF SR 812 ' (1) ·
'50ft W of TPK (SR-91) ' (1) ·
'A1A on Singer Island ' (1) ·
'Just North of SR-850 ' (1) ·
'LAKE WORTH INTERCHANGE ' (1) ·
'Lake Worth Rd at FL Trnpk' (1)
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80102572 (1)
Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. (1) ·
Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and brush restrict the channel. (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 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 is scour critical; bridge foundations determined to be unstable for assessed or calculated scour conditions: Scour within limits of footing or piles. Scour below spread-footing base or pile tips. (1) ·
Bridge not over waterway. (1)
Showing below up to 25 results in range #1 to #25.
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