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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'101ST STREET ' (1) ·
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'8th Street N ' (1) ·
'97 TH STREET ' (1) ·
'AIROSO BLVD. ' (1) ·
'Berry Avenue ' (1) ·
'BRITT RD ' (1) ·
'Camp Site Road ' (1) ·
'Central Blvd. ' (1) ·
'CORAL DRIVE ' (1) ·
'Croton Road ' (1) ·
'DAVIS ROAD ' (1) ·
'Haverhill Road ' (1) ·
'ISLAND DRIVE ' (1) ·
'Jog Road ' (1) ·
'KIRBY LOOP ROAD ' (1) ·
'LEIGHTON FARM AVE ' (1) ·
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'MURPHY RD ' (1) ·
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'ORANGE TREE DR ' (1) ·
'PORT ST LUCIE BLVD' (1) ·
'Private Road ' (1) ·
'PROSPERITY FARMS R' (1) ·
'S. LAKE DRIVE ' (1) ·
'SHINN ROAD ' (1) ·
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'SUNSET TRAIL ' (1) ·
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'0.03 MI W OF ANDREWS AVE ' (1) ·
'0.1 Mile S of CR-714 ' (1) ·
'0.1MI N OF CLUBHOUSE BLVD' (1) ·
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'0.2 MI N OF ORANGE AVE. ' (1) ·
'0.25MI E OF SEWALLS PT RD' (1) ·
'0.2MI E OF PROSPERITY FM ' (1) ·
'0.3 Mi N of 45th St ' (1) ·
'0.3 Mi N of Orange Ave. ' (1) ·
'0.3MI N of 10TH AVE N ' (1) ·
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'0.3MI W OF CR-507 ' (1) ·
'0.3MI WEST OF CR-507 ' (1) ·
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'0.6MI South of CR-714 ' (1) ·
'0.7MI WEST OF MAPP ROAD ' (1) ·
'0.8 MILE N OF 10TH AVE N ' (1) ·
'0.95 MI N of PGA Blvd. ' (1) ·
'1.0 Mi E of Nob Hill Road' (1) ·
'1.6MI Nof PT ST LUCIE BLD' (1) ·
'1.7 Miles N of Aurora Rd.' (1) ·
'100FT E OF SOUTH LAKE DR ' (1) ·
'100FT N ANGLE RD CR-607A ' (1) ·
'150 FT E of SW 10TH ST ' (1) ·
'150FT S OF N CNTRY CLBDR ' (1) ·
'1Mi W of US-1 ' (1) ·
'2.6 Mi. S of SR-710 ' (1) ·
'200FT N of NW 22ND STR ' (1) ·
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'650FT E OF SEWALLS PT. RD' (1) ·
'AT 141st ST ' (1) ·
'AT CR-615 - 66TH AVE ' (1) ·
'AT CR-615 (66TH AVE.) ' (1) ·
'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 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)
N/A (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 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) ·
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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