Drilldown: bridge data
From Indian River Lagoon Project
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'BOYNTON CANAL ' (1) ·
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'LWDD E 3-1/2 CANAL ' (1) ·
'LWDD E- 2W CANAL ' (1) ·
'LWDD E-2E Canal ' (1) ·
'LWDD E-3 CANAL ' (1) ·
'LWDD LAT. 38 CANAL ' (1) ·
'M CANAL ' (1) ·
'Main Relief Canal ' (1) ·
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'RCA CANAL ' (1) ·
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'CONGRESS AVE ' (1) ·
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'Hypoluxo Rd ' (1) ·
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'Melaleuca Lane ' (1) ·
'NW 13 ST ' (1) ·
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'PROS. FARMS ROAD ' (1) ·
'SEACREST BLVD. ' (1) ·
'SR-15 Main St. ' (1) ·
'SR-44 ' (1) ·
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'SR-A1A ' (1) ·
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'WB Blue Heron Blvd' (1) ·
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'WESTMORELAND BLVD ' (1)
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'.5mi E. of Indian R Dr. ' (1) ·
'0.03Mi E of NW 15TH AVE ' (1) ·
'0.3MI E OF CONGRESS ' (1) ·
'0.4 MI W of US-1 ' (1) ·
'0.4MI W OF HAVERHILL BLVD' (1) ·
'0.4Mi. East of Congress A' (1) ·
'0.6Mi NORTH OF SR-804 ' (1) ·
'0.6MI S of SOUTHERN BLVD ' (1) ·
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'0.7MI S OF 45TH STREET ' (1) ·
'0.8Mi W OF MILITARY TRAIL' (1) ·
'1 Mile East of I-95 ' (1) ·
'1.1 MI E OF JOG ROAD ' (1) ·
'1.1Mi W of Miltiary Trail' (1) ·
'1.2 Mi. East of Lyons Rd.' (1) ·
'1.9 Mi E of US-441 ' (1) ·
'1.9 Miles East of US-441 ' (1) ·
'130ft. S of Aviation Blvd' (1) ·
'1MI N OF CLINT MOORE RD ' (1) ·
'7MI NORTH OF SR-60 ' (1) ·
'9.2MI N OF SR-60 ' (1) ·
'A1A on Singer Island ' (1) ·
'At CR-615 (66th Ave.) ' (1) ·
'At East Canal St. ' (1) ·
'Graves Ave over I-4 ' (1) ·
'Indiantown Rd./ICW ' (1) ·
'Indiantown Rd/ ICW ' (1) ·
'Orange camp Rd. over I-4 ' (1) ·
'S SIDE OF RCA/MONET ROAD ' (1) ·
'SR-44 - Indian River ' (1) ·
'SR-44 WB over I-4 ' (1) ·
'SR-507 over Crane Creek ' (1) ·
'W. of Jensen Bch. Cswy. ' (1)
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9700 (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)
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 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)
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73000 (1)
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