Drilldown: bridge data
From Indian River Lagoon Project
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'C-104 CANAL ' (1) ·
'C-24 Canal ' (1) ·
'CANAL C-104 ' (1) ·
'CANAL C-108 ' (1) ·
'CANAL C-24 ' (1) ·
'CANAL E-105 ' (1) ·
'CANAL E-106 ' (1) ·
'ELKCAM CANAL ' (1) ·
'Florida Turnpike (SR-91)' (1) ·
'FORK OF ST. LUCIE RIVER ' (1) ·
'FTPK & S Macedo Blvd. ' (1) ·
'HOWARD CREEK ' (1) ·
'Long Creek ' (1) ·
'MONTERREY WATERWAY ' (1) ·
'N Fork St. Lucie River ' (1) ·
'N. Fork St. Lucie River ' (1) ·
'SR-91 (FL TURNPIKE) ' (1) ·
'SR-91 (Florida Turnpike)' (1) ·
'ST. LUCIE RIVER ' (1)
'AIROSO BLVD. ' (1) ·
'Becker Rd. ' (1) ·
'COLUMBUS DR. ' (1) ·
'Crosstown Parkway ' (1) ·
'DUNN ROAD ' (1) ·
'EB Prt St Lucie Bd' (1) ·
'EB St. Lucie Blvd.' (1) ·
'KESTOR DR ' (1) ·
'NB US-1 ' (1) ·
'NORTH QUICK CIRCLE' (1) ·
'PEACHTREE BLVD. ' (1) ·
'PORT ST LUCIE BLVD' (1) ·
'Port St. Lucie Bld' (1) ·
'PRIMA VISTA BLVD. ' (1) ·
'SAVONA BLVD. ' (1) ·
'SELVITZ ROAD ' (1) ·
'SOUTH BEND BLVD. ' (1) ·
'ST LUCIE W BLVD EB' (1) ·
'UNDALLO RD ' (1) ·
'WB Prt St Lucie Bd' (1) ·
'WB St. Lucie Blvd.' (1) ·
'WESTMORELAND BLVD ' (1)
940079 (1) ·
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949902 (1)
'.3m N of Martin Co. line ' (1) ·
'0.1MI W OF BAYSHORE BLVD ' (1) ·
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'0.1Mi. E of Bayshore Blvd' (1) ·
'0.2MI S OF FLORESTA DR ' (1) ·
'0.2MI. W of NW STJAMES DR' (1) ·
'0.3 Mi. W of SE Bosko Dr ' (1) ·
'0.3MI E OF DARWIN BLVD ' (1) ·
'0.3MI W of DARWIN BLVD. ' (1) ·
'0.5MI N of GATLIN BLVD. ' (1) ·
'0.5MI S of CR 712 ' (1) ·
'0.5MI S of CR-712 ' (1) ·
'0.6MI W OF US-1 ' (1) ·
'0.7 Mi. West of I-95 ' (1) ·
'0.8 MI W OF US-1 ' (1) ·
'0.8MI N OF SW BECKER RD ' (1) ·
'0.9 MI W OF US-1 ' (1) ·
'1.6MI Nof PT ST LUCIE BLD' (1) ·
'1.8mi. East of SR-91 ' (1) ·
'2mi. East of SR-91 ' (1) ·
'4.6MI W OF US-1 ' (1) ·
'5.7MI W OF US-1 ' (1) ·
'Port St Lucie / FL TPK. ' (1)
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80253500 (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 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) ·
No noticeable or noteworthy deficiencies which affect the condition of the channel. (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)
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