Drilldown: bridge data
From Indian River Lagoon Project
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ObjectID:
County 003:
Place 004:
None (1) ·
35550 (1) ·
63362 (1) ·
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Route 005d:
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Features 006a:
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'SFC DIST CANAL NO 1 ' (1) ·
'Sykes Creek ' (1) ·
'Thompson River ' (1) ·
'Trib To Turnbull Creek ' (1) ·
'Triple box culvert ' (1) ·
'WEST PALM BEACH CANAL ' (1) ·
'Yacht Club Cut ' (1) ·
Zoo Trail (1)
Critical 006b:
Facility 007:
Number 008:
Location 009:
Latitude 016:
Longitude 017:
Built 027:
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Traffic 029:
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5 (1) ·
50 (1) ·
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607 (1) ·
6700 (1) ·
7850 (1) ·
9382 (1)
Service On 042a:
Service Under 042b:
Kind 043a:
Type 043b:
Length 049: (Click arrow to add another value)
Width 052:
Deck 058:
Superstructure 059:
Substructure 060:
Channel 061: (Click arrow to add another value)
Culvert 062:
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 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)
Inspect Date 090:
Direction 102:
Rebuilt 106:
Deck Type 107:
Scour 113:
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) ·
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 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)
Future 114:
103753 (1) ·
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192 (1) ·
200 (1) ·
2000 (1) ·
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2603 (1) ·
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34700 (1) ·
369555 (1) ·
43375 (1) ·
4454 (1) ·
45978 (1) ·
48580 (1) ·
50 (1) ·
5184 (1) ·
5205 (1) ·
521 (1) ·
59858 (1) ·
60 (1) ·
600 (1) ·
6246 (1) ·
64195 (1) ·
704 (1) ·
74196 (1) ·
78075 (1) ·
79810 (1) ·
9 (1) ·
9812 (1)
Clearance 116:
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