Drilldown: bridge data
From Indian River Lagoon Project
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'BIG MUD CREEK ' (1) ·
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'C-1 Canal ' (1) ·
'C-18 Canal ' (1) ·
'C-51 W.P.B. CANAL ' (1) ·
'CAMINO CANAL ' (1) ·
'CANAL E-1 ' (1) ·
'DRAINAGE CANAL ' (1) ·
'E-4 Canal ' (1) ·
'FPL Nuc Plant Disc Canal' (1) ·
'GARDEN CANAL ' (1) ·
'Hillsboro (L-14) Canal ' (1) ·
'HILLSBORO L-14 CANAL ' (1) ·
'HOWARD CREEK ' (1) ·
'I-4 ' (1) ·
'Indian River / ICW ' (1) ·
'Indian River Relief ' (1) ·
'IWW Indian River ' (1) ·
'KELLER (E-4) CANAL ' (1) ·
'LATERAL U CANAL ' (1) ·
'Little Lake Worth ' (1) ·
'LWDD E-1 CANAL ' (1) ·
'LWDD E-3 CANAL ' (1) ·
'LWDD LAT. 38 CANAL ' (1) ·
'Main Relief Canal ' (1) ·
'PARK LATERAL CANAL ' (1) ·
'Reed Canal ' (1) ·
'Salerno Creek ' (1) ·
'SR91 TPK (JUPITER INT) ' (1) ·
'Taylor Creek ' (1) ·
'Tide Relief Canal ' (1) ·
'Troup Indiantown Canal ' (1) ·
'W. Relief Indian River ' (1)
'2nd AVENUE NORTH ' (1) ·
'34th Avenue ' (1) ·
'ARMONE PLACE ' (1) ·
'CAMINO GARDENS BL ' (1) ·
'CAMINO GARDENS BLV' (1) ·
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'CR-880 ' (1) ·
'CR726(CITRUS BLVD)' (1) ·
'DUDA ROAD ' (1) ·
'Graves Ave ' (1) ·
'Jensen Bch. Cswy. ' (1) ·
'Juanita Ave. ' (1) ·
'LE CHALET BLVD ' (1) ·
'Loxahatchee Rvr Rd' (1) ·
'LYONS ROAD ' (1) ·
'Old Boynton Road ' (1) ·
'Orange camp Rd. ' (1) ·
'Palm Bay Parkway ' (1) ·
'Saul Street ' (1) ·
'SE Ebbtide Ave. ' (1) ·
'SPANISH ISLES BLVD' (1) ·
'SR A1A ' (1) ·
'SR-44 ' (1) ·
'SR-715 ' (1) ·
'SR-732 -Jensen Bch' (1) ·
'SR-A1A ' (1) ·
'SR91 NB TPK 116.3 ' (1) ·
'US 192 WB ' (1) ·
'US-98 SR700 US441 ' (1) ·
'WESTMORELAND BLVD ' (1)
700233 (1) ·
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'.5mi E. of Indian R Dr. ' (1) ·
'0.1MI E of SW 9TH AVE ' (1) ·
'0.1Mi W of US-1 ' (1) ·
'0.2 MILE E OF SW 9TH AVE ' (1) ·
'0.23 MI N FPL POWER PLANT' (1) ·
'0.25 Mile N of Center St.' (1) ·
'0.26 Mi South of Pace Dr.' (1) ·
'0.2MI E OF US-441 (SR-7) ' (1) ·
'0.3 mi east of US 1 & PGA' (1) ·
'0.3 Miles North of SR 60 ' (1) ·
'0.4MI N of COVE ROAD ' (1) ·
'0.4Mi. East of Congress A' (1) ·
'0.5Mi E of SR807 Congress' (1) ·
'0.6MI W OF US-1 ' (1) ·
'0.83 MI N FPL POWER PLANT' (1) ·
'0.8Mi W OF MILITARY TRAIL' (1) ·
'1.2 Miles East of SR-710 ' (1) ·
'1MI N OF CLINT MOORE RD ' (1) ·
'4.1Mi W OF SR-80 ' (1) ·
'7.7Mi W OF SR-80 ' (1) ·
'7MI NORTH OF SR-60 ' (1) ·
'9.2MI N OF SR-60 ' (1) ·
'A1A on Singer Island ' (1) ·
'ADJ. TO N. SIDE OF SR-880' (1) ·
'At Reed Canal Road ' (1) ·
'AT SR-7 US-441 ' (1) ·
'Belle Glade 1Mi W SR-80 ' (1) ·
'Graves Ave over I-4 ' (1) ·
'Orange camp Rd. over I-4 ' (1) ·
'SR 91 at Jupiter Interch ' (1) ·
'SR AIA FPL Nuc Plt Disc ' (1) ·
'SR-44 - Indian River ' (1) ·
'SR-700 CANAL POINT ' (1) ·
'US 192 WB over Indian Riv' (1) ·
'W. of Jensen Bch. Cswy. ' (1)
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9700 (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) ·
Bridge with "unknown" foundation that has not been evaluated for scour. Until risk can be determined, a plan of action should be developed and implemented to reduce the risk to users from abridge failure during and immediately after a flood event. (1)
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8328 (1)
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