Drilldown: bridge data
From Indian River Lagoon Project
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'ATLANTIS WATERWAY ' (1) ·
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'L.W.D.D. #10 ' (1) ·
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'36TH STREET ' (1) ·
'8th Street N ' (1) ·
'AUDUBON BLVD. ' (1) ·
'Ballough Street ' (1) ·
'Barwick Rd. ' (1) ·
'Barwick Road ' (1) ·
'CAMINO GARDENS BL ' (1) ·
'CAMINO GARDENS BLV' (1) ·
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'Camp Site Road ' (1) ·
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'North 14th Street ' (1) ·
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'North 9th Street ' (1) ·
'NORTH SHORE DRIVE ' (1) ·
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'.3 mi South of Mason Ave ' (1) ·
'0.03 MI W OF ANDREWS AVE ' (1) ·
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'0.1 MI S of LIGHTHOUSE DR' (1) ·
'0.1 Miles S. of Ave. D ' (1) ·
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'0.1Mi S of LPGA Blvd ' (1) ·
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'0.2 MI W OF LINDELL BLVD ' (1) ·
'0.2 MILE E OF SW 9TH AVE ' (1) ·
'0.2 mile west of US-17 ' (1) ·
'0.26 Miles North of CR-68' (1) ·
'0.2MI E OF PROSPERITY FM ' (1) ·
'0.2Mi S of 45TH ST(CR702)' (1) ·
'0.2MI S of CAMINO GARDEN ' (1) ·
'0.3 Mi N of Orange Ave. ' (1) ·
'0.3 Miles North of CR-68 ' (1) ·
'0.3MI N of 10TH AVE N ' (1) ·
'0.3Mi N of Orange Ave. ' (1) ·
'0.3MI S of ROYAL PALM WAY' (1) ·
'0.4 MILE S OF ROYAL PALM ' (1) ·
'0.4M S OF ROYAL PALM ' (1) ·
'0.8 MILE N OF 10TH AVE N ' (1) ·
'0.8MI S OF 45TH ST CR702 ' (1) ·
'10ft. East of Nova Road ' (1) ·
'150FT S OF N CNTRY CLBDR ' (1) ·
'2 Mi West of Jupiter Blvd' (1) ·
'4.6MI W OF US-1 ' (1) ·
'650FT E OF AUSTRALIAN AVE' (1) ·
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'In John Prince Park ' (1)
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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) ·
No noticeable or noteworthy deficiencies which affect the condition of the channel. (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) ·
N/A (1) ·
No deficiencies (1) ·
No noticeable or noteworthy deficiencies which affect the condition of the culvert. Insignificant scrape marks caused by drift. (1) ·
Shrinkage cracks, light scaling and insignificant spalling which does not expose reinforcing steel. Insignificant damage caused by drift with no misalignment and not requiring corrective action. Some minor scouring has occured near curtain walls, wingwalls or pipes. Metal culverts have a smooth symmetrical curvature with superficial corrosion and no pitting. (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)
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