Drilldown: bridge data
From Indian River Lagoon Project
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ObjectID:
County 003: (Click arrow to add another value)
Place 004:
Direction 005e:
Features 006a:
Critical 006b:
Facility 007:
Number 008:
700218 (1) ·
700225 (1) ·
700226 (1) ·
700230 (1) ·
704016 (1) ·
704096 (1) ·
704101 (1) ·
704189 (1) ·
704190 (1) ·
704203 (1) ·
705923 (1) ·
705925 (1)
Location 009:
.1 Mi E of I-95 (1) ·
'0.1 mi W of Banana Rvr Dr' (1) ·
'0.1 mile S of I-95 ' (1) ·
'0.2Mi. W of Valkaria Rd. ' (1) ·
'0.4 Miles No of US-192 ' (1) ·
'2 Mi West of Jupiter Blvd' (1) ·
'2.6 MI S of Wickham Rd. ' (1) ·
'2.9 Miles South of US-192' (1) ·
'At Lake Washington Rd ' (1) ·
'At Minton Rd. Intersectn ' (1) ·
'I-95 over SR-46 ' (1) ·
0.7 Mile N of SR-528 (1)
Latitude 016:
Longitude 017:
Owner 022:
Built 027:
Traffic 029:
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:
N/A (1) ·
No deficiencies (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:
Deck Type 107:
Scour 113:
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)
Future 114:
Future Year 115: (Click arrow to add another value)
Clearance 116:
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