Drilldown: bridge data
From Indian River Lagoon Project
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'LWDD LATERAL 30 CANAL ' (1) ·
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'Underhill Slough ' (1) ·
'US-1 & FECRR ' (1)
'21ST ST SW ' (1) ·
'Bay Drive ' (1) ·
'Becker Rd. ' (1) ·
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'CONGRESS AVE NB ' (1) ·
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'JOG ROAD ' (1) ·
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'Lake Harney Road ' (1) ·
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'LARCH AVE ' (1) ·
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'NB I-95 (S.R. 9) ' (1) ·
'NB SR-9 (I-95) ' (1) ·
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'NW 20TH ST WB ' (1) ·
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'PROS. FARMS ROAD ' (1) ·
'River Drive ' (1) ·
'SE ISLAND WAY ROAD' (1) ·
'SEMINOLE/PRATTWHT.' (1) ·
'SR 614 (INDRIO-RD)' (1) ·
'SR-44 ' (1) ·
'SW 18TH ST WB ' (1) ·
'SW 18TH ST. EB ' (1) ·
'Viera Blvd EB ' (1) ·
'Viera Blvd WB ' (1)
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'0.03Mi E of NW 15TH AVE ' (1) ·
'0.1 Mile West of A1A ' (1) ·
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'0.3 Mi. W of SE Bosko Dr ' (1) ·
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'0.3MI E of CONGRESS AVE. ' (1) ·
'0.4 MI W of US-1 ' (1) ·
'0.5MI W of N DIXIE HWY ' (1) ·
'0.5MI W of N DIXIE HIGHWY' (1) ·
'0.6 MI E OF I-95 ON SR614' (1) ·
'0.6MI S of SOUTHERN BLVD ' (1) ·
'0.8 MI N OF LAKE IDA ROAD' (1) ·
'0.8 MI N of LANTANA ROAD ' (1) ·
'0.9 MI N OF LAKE IDA ROAD' (1) ·
'0.9MI N OF LAKE IDA ROAD ' (1) ·
'0.9MI W OF POWERLINE RD ' (1) ·
'1.1 MI E OF JOG ROAD ' (1) ·
'1.5mi N of SR-68 ' (1) ·
'1.7 MI S OF FOREST HILL ' (1) ·
'100Ft. South of Bay Drive' (1) ·
'33FT E OF CR-611 43RD AVE' (1) ·
'4 Mi South of Maytown Rd.' (1) ·
'4MI N OF OKEECHOBEE BLVD.' (1) ·
'I-95 (2 mi. N. of SR-76) ' (1) ·
'Just North of SR70 on I95' (1) ·
'S SIDE OF RCA/MONET ROAD ' (1) ·
'SR-44 over US-1 ' (1) ·
'Viera Blvd EB over I-95 ' (1) ·
'Viera Blvd WB over I-95 ' (1)
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Bank and embankment protection is severely undermined. River control devices have severe damage. Large deposits of debris are in the channel. (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) ·
Large spalls, heavy scaling, wide cracks, considerable efflorescence or opened construction joint permitting loss of backfill. Considerable settlement or misalignment. Considerable scouring or erosion at curtain walls, wingwalls or pipes. Metal culverts have significant distortion and deflection throughout, extensive corrosion or deep pitting. (1) ·
Moderate to major deterioration or disintegration, extensive cracking and leaching or spalls on concrete or masonry walls and slabs. Minor settlement or misalignment. Noticeable scouring or erosion at curtain walls, wingwalls or pipes. Metal culverts have significant distortion and deflection in one section, significant corrosion or deep pitting (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)
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900 (1)
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