Drilldown: bridge data
From Indian River Lagoon Project
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bridge data > Traffic Year 030:
2017
& Service On 042a:
Highway
& Channel 061:
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.
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'SR 91 TPK 120.25 ' (1) ·
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'SR91 N/S TPK 124.6' (1) ·
'SR91 N/S TPK 125.2' (1) ·
'SR91 N/S TPK 125.9' (1) ·
'SR91 N/S TPK 139.7' (1) ·
'SR91 N/S TPK 153.7' (1) ·
'SR91 NB TPK 144.6 ' (1) ·
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'SR91 TPK 134.1 ' (1) ·
'SUNSET TRAIL ' (1) ·
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'0.45MI NORTH OF SR-708 ' (1) ·
'0.4MI N OF 49TH ST. ' (1) ·
'0.51 MI NORTH OF SR-70 ' (1) ·
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'0.5MI W OF NW ST JAMES DR' (1) ·
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'0.7 MILE NORTH OF SR-60 ' (1) ·
'0.74 MI N OF ST LUCIE BLV' (1) ·
'0.7MI WEST OF MAPP ROAD ' (1) ·
'0.7MI Wof SW DARWIN BLVD.' (1) ·
'0.8 MI S OF SR-70 ' (1) ·
'0.9MI N OF CR-630 ' (1) ·
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'1 Mile South of SR-786 ' (1) ·
'1.1 MILES NORTH OF SR-70 ' (1) ·
'1.6 MI N OF MARTIN CO ' (1) ·
'1.7MI N OF CR-512 ' (1) ·
'100FT N OF ANGLE ROAD ' (1) ·
'2.5MI NORTH OF CO LINE ' (1) ·
'2.6 MI NORTH OF SR-714 ' (1) ·
'3.2MI W OF US-1 ' (1) ·
'3/4 MI North of SR-706 ' (1) ·
'33FT E OF CR-611 43RD AVE' (1) ·
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'6 MI N OF PLM BEACH CO LI' (1) ·
'AT 141st ST ' (1) ·
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'SR-80 3MI E. 20 MI BEND ' (1)
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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) ·
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 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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