Drilldown: bridge data
From Indian River Lagoon Project
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ObjectID:
County 003:
Place 004:
Direction 005e:
Features 006a:
Critical 006b:
Facility 007:
Number 008:
700056 (1) ·
700174 (1) ·
700181 (1) ·
700226 (1) ·
700233 (1) ·
700234 (1) ·
930401 (1) ·
930453 (1) ·
930454 (1) ·
930467 (1) ·
930468 (1) ·
934981 (1)
Location 009:
.1 Mi E of I-95 (1) ·
'0.4Mi. East of Congress A' (1) ·
'0.5 Mi S of SR-407 ' (1) ·
'1 Mile East of I-95 ' (1) ·
'Indiantown Rd./ICW ' (1) ·
'Indiantown Rd/ ICW ' (1) ·
'SR-808 at SR-7 Boca Raton' (1) ·
'US 192 WB over Indian Riv' (1) ·
'US-192 EB - Indian Riv ' (1) ·
'US-192 EB - Indian River ' (1) ·
'US-192 WB-Indian River ' (1)
Latitude 016:
Longitude 017:
Owner 022:
Traffic 029: (Click arrow to add another value)
Service On 042a:
Service Under 042b:
Kind 043a:
Type 043b:
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) ·
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)
Direction 102:
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 not over waterway. (1)
Clearance 116:
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