Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
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- bridge data (1468)
- definition (254)
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'C STANLEY WEAVER CANAL ' (1) ·
'C-17 Canal ' (1) ·
'CANAL ' (1) ·
'E-1 CANAL ' (1) ·
'E-3 CANAL ' (1) ·
'EL RIO CANAL ' (1) ·
'I-95 ' (1) ·
'L-38 CANAL ' (1) ·
'L-5 Canal ' (1) ·
'LOXAHATCHEE CREEK ' (1) ·
'M-2 CANAL ' (1) ·
'MAIN RELIEF CANAL ' (1) ·
'Moore's Creek ' (1) ·
'ROEBUCK CREEK ' (1) ·
'SLOUGH ' (1) ·
'South Relief Canal ' (1) ·
'SR-91 (Florida Turnpike)' (1) ·
'Sykes Creek ' (1) ·
'Tomoka River ' (1) ·
'WARNER CREEK ' (1)
'CAMINO REAL ' (1) ·
'CR-611 43RD AVE. ' (1) ·
'EB Blue Heron Blvd' (1) ·
'Emerson Ave 27th A' (1) ·
'FLAVOR PICT ROAD ' (1) ·
'HAGEN RANCH ROAD ' (1) ·
'INDIANTOWN RD. ' (1) ·
'INDIANTOWN ROAD ' (1) ·
'INLET CAY DR. ' (1) ·
'JOG RD NB ' (1) ·
'LANTANA RD.CR-812 ' (1) ·
'LOCKS ROAD ' (1) ·
'LPGA Blvd ' (1) ·
'NB US-27 SR-25 ' (1) ·
'OKEECHOBEE BLVD. ' (1) ·
'Port St. Lucie Bld' (1) ·
'SABLE ISLAND DRIVE' (1) ·
'SR-40 EB ' (1) ·
'SR-520 ' (1) ·
'SR-528 EB ' (1) ·
'SR-528 WB ' (1) ·
'TROPICALIA AVE. ' (1) ·
'US-1 (SR-5) ' (1) ·
'WB Blue Heron Blvd' (1)
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'0.04Mi W OF A1A ' (1) ·
'0.1MI W OF SEM PRATT WHIT' (1) ·
'0.2 MI W OF A1A ' (1) ·
'0.2Mi E of CR-723 ' (1) ·
'0.4 MI W of US-1 ' (1) ·
'0.5Mi W of SR-76 ' (1) ·
'0.5Mi WEST OF CR-809 ' (1) ·
'0.8MI N OF BOYNTON BCH BD' (1) ·
'0.9 MILES WEST OF TPK ' (1) ·
'1 Mile East of I-95 ' (1) ·
'1 mile North of SR-70 ' (1) ·
'1.4 MILES WEST OF TPK ' (1) ·
'1MI S OF LINTON BLVD ' (1) ·
'2.8MI S OF SR-60 ' (1) ·
'250ft North of SR-60 ' (1) ·
'ADJACENT TO US-441 ' (1) ·
'LPGA Blvd. at I-95 ' (1) ·
'Palm Beach - Broward Line' (1) ·
'Port St Lucie / FL TPK. ' (1) ·
'SR-40 EB - Tomoka River ' (1) ·
'SR-520 - Sykes Creek ' (1) ·
'SR-528 EB at I-95 ' (1) ·
'SR-528 WB at I-95 ' (1)
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81072493 (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 not over waterway. (1)
Showing below up to 24 results in range #1 to #24.
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