Drilldown: bridge data
From Indian River Lagoon Project
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'SR 91 TPK & CANAL ' (1) ·
'TAYLOR CREEK CANAL-1 ' (1) ·
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'53RD STREET ' (1) ·
'8th Street N ' (1) ·
'AIROSO BLVD. ' (1) ·
'CARLTON RD (CR613)' (1) ·
'CR-68 (Orange Ave)' (1) ·
'CR603(JOHNSTON RD)' (1) ·
'CR611B(EDWARDS RD)' (1) ·
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'CR712A (MCCARTY RD' (1) ·
'Dundas Court ' (1) ·
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'N 13th Street ' (1) ·
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'North 14th Street ' (1) ·
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'Okeechobee Rd. ' (1) ·
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'SR91 N/S TPK 139.7' (1) ·
'SR91 N/S TPK 147.7' (1) ·
'SR91 N/S TPK 148.2' (1) ·
'SR91 N/S TPK 153.7' (1) ·
'SR91 N/S TPK 154.3' (1) ·
'SR91 N/S TPK 156.6' (1) ·
'SR91 N/S TPK 167.2' (1) ·
'SR91 NB TPK 144.6 ' (1) ·
'SR91 SB TPK 144.6 ' (1) ·
'TAYLOR DAIRY ROAD ' (1)
940001 (1) ·
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'.3 m N of Martin Co. line' (1) ·
'.3m N of Martin Co. line ' (1) ·
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'0.3 Mi N of Orange Ave. ' (1) ·
'0.3 Miles North of CR-68 ' (1) ·
'0.3MI N OF CR-712 ' (1) ·
'0.3Mi N of Orange Ave. ' (1) ·
'0.42 MI NORTH OF SR-68 ' (1) ·
'0.51 MI NORTH OF SR-70 ' (1) ·
'0.5MI S of CR-608 ' (1) ·
'0.6 MI E OF I-95 ON SR614' (1) ·
'0.6MI EAST OF MCNEIL ROAD' (1) ·
'0.6MI N OF ANGLE ROAD ' (1) ·
'0.74 MI N OF ST LUCIE BLV' (1) ·
'0.8MI SOUTH OF SR-70 ' (1) ·
'1.2 MI NORTH OF SR-70 ' (1) ·
'1.3 miles east of I-95 ' (1) ·
'1.6 MI N OF MARTIN CO ' (1) ·
'1.6MI Nof PT ST LUCIE BLD' (1) ·
'100FT N ANGLE RD CR-607A ' (1) ·
'100FT N OF ANGLE ROAD ' (1) ·
'1MI E of MCNEIL ROAD ' (1) ·
'2.1MI S of SR-70 ' (1) ·
'2.85 MI SOUTH OF SR-712 ' (1) ·
'3.4 MI S INDIAN RIVER CO ' (1) ·
'3MI S of SR-70 ' (1) ·
'4.6MI W OF US-1 ' (1) ·
'4MI W OF FL TRNPK ' (1) ·
'5.2MI S of CR-712 ' (1) ·
'6.2 MI N OF ST LUCIE BLVD' (1) ·
'6.4 MI S OF INDIAN RVR CO' (1) ·
'ADJ TO CR-607A ANGLE RD ' (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)
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) ·
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) ·
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 assessed or calculated scour conditions; field review indicates action is required to protect exposed foundations (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 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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