Drilldown: bridge data
From Indian River Lagoon Project
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'BIG MUD CREEK ' (1) ·
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'HILLSBORO L-14 CANAL ' (1) ·
'Indian River Relief ' (1) ·
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'Salerno Creek ' (1) ·
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'Troup Indiantown Canal ' (1)
'27th Street ' (1) ·
'2nd AVENUE NORTH ' (1) ·
'34th Avenue ' (1) ·
'57th Street ' (1) ·
'ARMONE PLACE ' (1) ·
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'CONGRESS AVE ' (1) ·
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'Juanita Ave. ' (1) ·
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'Melaleuca Lane ' (1) ·
'NW 13 ST ' (1) ·
'Palm Bay Parkway ' (1) ·
'PROS. FARMS ROAD ' (1) ·
'Saul Street ' (1) ·
'SE Ebbtide Ave. ' (1) ·
'SEACREST BLVD. ' (1) ·
'SPANISH ISLES BLVD' (1) ·
'SR A1A ' (1) ·
'SR-15 Main St. ' (1) ·
'SR-507 ' (1) ·
'SR-715 ' (1) ·
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'SUMMIT BLVD ' (1) ·
'US 192 WB ' (1) ·
'US-98 SR700 US441 ' (1)
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'0.03Mi E of NW 15TH AVE ' (1) ·
'0.1MI E of SW 9TH AVE ' (1) ·
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'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 Miles North of SR 60 ' (1) ·
'0.3MI E OF CONGRESS ' (1) ·
'0.4 MI W of US-1 ' (1) ·
'0.4MI N of COVE ROAD ' (1) ·
'0.4MI W OF HAVERHILL BLVD' (1) ·
'0.5Mi E of SR807 Congress' (1) ·
'0.6Mi NORTH OF SR-804 ' (1) ·
'0.7MI S OF 45TH STREET ' (1) ·
'0.83 MI N FPL POWER PLANT' (1) ·
'1.1 MI E OF JOG ROAD ' (1) ·
'1.1Mi W of Miltiary Trail' (1) ·
'1.2 Mi. East of Lyons Rd.' (1) ·
'1.2 Miles East of SR-710 ' (1) ·
'130ft. S of Aviation Blvd' (1) ·
'7.7Mi W OF SR-80 ' (1) ·
'ADJ. TO N. SIDE OF SR-880' (1) ·
'At CR-615 (66th Ave.) ' (1) ·
'At East Canal St. ' (1) ·
'At Reed Canal Road ' (1) ·
'AT SR-7 US-441 ' (1) ·
'Belle Glade 1Mi W SR-80 ' (1) ·
'S SIDE OF RCA/MONET ROAD ' (1) ·
'SR AIA FPL Nuc Plt Disc ' (1) ·
'SR-507 over Crane Creek ' (1) ·
'SR-700 CANAL POINT ' (1) ·
'US 192 WB over Indian Riv' (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 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)
Bridge foundations (including piles) on dry land well above flood water elevations. (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 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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7981 (1) ·
8328 (1)
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