Drilldown: bridge data
From Indian River Lagoon Project
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'C STANLEY WEAVER CANAL ' (1) ·
'Canal ' (1) ·
'CANAL C-24 ' (1) ·
'Canal to Bulow Creek ' (1) ·
'COLLIER WATERWAY ' (1) ·
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'E-1-E CANAL ' (1) ·
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'Groover Creek ' (1) ·
'I 95 SR 9 ' (1) ·
'I-95 ' (1) ·
'I-95 (SR-9) ' (1) ·
'ICWW ' (1) ·
'Lateral Canal A ' (1) ·
'LOXAHATCHEE RIV NW FORK ' (1) ·
'LWDD E-1 CANAL ' (1) ·
'LWDD E-3 CANAL ' (1) ·
'M-2 CANAL ' (1) ·
'MAIN RELIEF CANAL ' (1) ·
'Melb Tillman Canal 37 ' (1) ·
'RELIEF CANAL ' (1) ·
'ROEBUCK CREEK ' (1) ·
'SCOTTS CANAL ' (1) ·
'SR-91 (Florida Turnpike)' (1) ·
'Sweetwater Creek ' (1) ·
'Sykes Creek ' (1) ·
'Trib to Groover Creek ' (1) ·
'WARNER CREEK ' (1)
'CAMINO REAL ' (1) ·
'CR-611 43RD AVE. ' (1) ·
'CRESTHAVEN BLVD ' (1) ·
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'ISLAND WAY ' (1) ·
'LOCKS ROAD ' (1) ·
'LPGA Blvd ' (1) ·
'Malabar Rd ' (1) ·
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'OKEECHOBEE BLVD. ' (1) ·
'Old Kings Rd ' (1) ·
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'PONCE DE LEON ST ' (1) ·
'Port St. Lucie Bld' (1) ·
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'SAVONA BLVD. ' (1) ·
'SR-407 ' (1) ·
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'SR-60 ' (1) ·
'SW 18th Street ' (1) ·
'SW THIRD ST ' (1) ·
'TROPICALIA AVE. ' (1) ·
'Tymber Creek Road ' (1) ·
'US-17 ' (1) ·
'VIA DELRAY BLVD ' (1) ·
'W. CAMINO REAL ' (1)
700091 (1) ·
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'0.1 mi E of Minton Rd ' (1) ·
'0.1MI N OF OKEECHOBEE BLV' (1) ·
'0.1MI W OF SEM PRATT WHIT' (1) ·
'0.25 mi. N of County Line' (1) ·
'0.2Mi E of CR-723 ' (1) ·
'0.2MI E OF PROSPERITY FM ' (1) ·
'0.3MI E OF SR-7 US-441 ' (1) ·
'0.4 MI W of US-1 ' (1) ·
'0.5MI N of GATLIN BLVD. ' (1) ·
'0.5Mi N of PLMBCH CO LINE' (1) ·
'0.5MI W OF HAVERHILL ROAD' (1) ·
'0.5MI W OF MILITARY TRAIL' (1) ·
'0.5Mi W of SR-76 ' (1) ·
'0.6Mi. W of SR-A1A ' (1) ·
'0.7 Mi N of Old Dixie Hwy' (1) ·
'0.75 mi. E. of I-95 ' (1) ·
'0.8MI N OF BOYNTON BCH BD' (1) ·
'0.8MI N OF SR 80 ' (1) ·
'0.9MI W OF SCHUMANN RD ' (1) ·
'1.3MI N OF SR-80 ' (1) ·
'1.6 miles North of SR-40 ' (1) ·
'1.8MI N OF CR 510 ' (1) ·
'2.5 Miles West of CR-509 ' (1) ·
'250ft North of SR-60 ' (1) ·
'3.0 miles North of SR-40 ' (1) ·
'4.2MI NORTH OF SR-528 ' (1) ·
'At SR-7/US-441 ' (1) ·
'AT SR-809 / WCAMINOREA ' (1) ·
'LPGA Blvd. at I-95 ' (1) ·
'Port St Lucie / FL TPK. ' (1) ·
'SR-520 - Sykes Creek ' (1) ·
'SR-60 East of 66 Ave ' (1) ·
'US-17 over Deep Creek ' (1)
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9100 (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)
Deterioration or initial disintegration, minor chloride contamination, cracking with some leaching, or spalls on concrete or masonry walls and slabs. Local minor scouring at curtain walls, wingwalls or pipes. Metal culverts have a smooth curvature, non-symmetrical shape, significant corrosion or moderate pitting. (1) ·
N/A (1) ·
Shrinkage cracks, light scaling and insignificant spalling which does not expose reinforcing steel. Insignificant damage caused by drift with no misalignment and not requiring corrective action. Some minor scouring has occured near curtain walls, wingwalls or pipes. Metal culverts have a smooth symmetrical curvature with superficial corrosion and no pitting. (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)
1000 (1) ·
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485 (1) ·
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74605 (1)
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