Drilldown: bridge data
From Indian River Lagoon Project
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'CANAL E-105 ' (1) ·
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'LWDD C-16 CANAL ' (1) ·
'LWDD E 3-1/2 CANAL ' (1) ·
'LWDD E-1 CANAL ' (1) ·
'LWDD E-3 CANAL ' (1) ·
'LWDD L-30 CANAL ' (1) ·
'LWDD LATERAL 14 CANAL ' (1) ·
'M CANAL ' (1) ·
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'RCA CANAL ' (1) ·
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'SR-91 TPK-DRAINAGE CANAL' (1) ·
'SR-91 TPK/DRAINAGE CANAL' (1)
'21ST ST SW ' (1) ·
'6TH AVE SO. EB ' (1) ·
'AUSTRALIAN AVE NB ' (1) ·
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'CENTER DR. ' (1) ·
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'DONALD ROSS RD EB ' (1) ·
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'MINER RD. ' (1) ·
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'NW 13 ST ' (1) ·
'OKEECHOBEE RD WB ' (1) ·
'PROS. FARMS ROAD ' (1) ·
'PROSPERITY FARMSRD' (1) ·
'Ranch Rd. ' (1) ·
'SEACREST BLVD. ' (1) ·
'SEMINOLE/PRATTWHT.' (1) ·
'SW 18TH ST WB ' (1) ·
'SW 18TH ST. EB ' (1) ·
'SW 18TH STREET WB ' (1) ·
'W. CAMINO REAL ' (1) ·
'Woolbright Road EB' (1) ·
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700130 (1) ·
884047 (1) ·
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'0.03Mi E of NW 15TH AVE ' (1) ·
'0.2MI E OF US-441 (SR-7) ' (1) ·
'0.2MI S of CAMINO GARDEN ' (1) ·
'0.2MI S OF DONALD ROSS ' (1) ·
'0.2MI W OF ROYAL P.B. BLV' (1) ·
'0.3M W of ALT A1A(SR-811)' (1) ·
'0.3MI E OF CONGRESS AVE ' (1) ·
'0.3MI E of CONGRESS AVE. ' (1) ·
'0.3MI S OF 45TH STREET ' (1) ·
'0.5Mi WEST OF CR-809 ' (1) ·
'0.6Mi NORTH OF SR-804 ' (1) ·
'0.6MI W OF I-95 ' (1) ·
'0.7MI W OF CONGRESS AVE ' (1) ·
'0.7MI W OF CONGRESS AVE.' (1) ·
'0.7Mi S OF CR-702/45TH ST' (1) ·
'0.8MI N OF LANTANA ROAD ' (1) ·
'0.8MI N OF SW BECKER RD ' (1) ·
'0.9MI W OF POWERLINE RD ' (1) ·
'1.0MI W OF MILITARY TRAIL' (1) ·
'1.1 MI E OF JOG ROAD ' (1) ·
'1.1MI W OF US-1 ' (1) ·
'1.7 MI S OF FOREST HILL ' (1) ·
'1.9Mi S of WOOLBRIGHT ' (1) ·
'1MI S OF LINTON BLVD ' (1) ·
'1MI S. OF LINTON BLVD ' (1) ·
'33FT E OF CR-611 43RD AVE' (1) ·
'4MI N OF OKEECHOBEE BLVD.' (1) ·
'ADJ W SIDE MILITARY TRAIL' (1) ·
'AT SR-809 / WCAMINOREA ' (1) ·
'Ranch Rd. - I-95 ' (1) ·
'S SIDE OF RCA/MONET ROAD ' (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) ·
N/A (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)
10410 (1) ·
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51182 (1) ·
57255 (1) ·
6073 (1) ·
95 (1)
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