Drilldown: bridge data

From Indian River Lagoon Project
bridge data > Features 006a : 'A DRAINAGE CANAL ' or 'Platt Ranch Access Road ' & Future Year 115: Other

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ObjectID:
15714 (1) · 17907 (1)
Status:
MM (1) · ST (1)
Date:
04-19 (1) · 05-03 (1)
County 003:
Brevard (1) · Palm Beach (1)
Place 004:
None (1) · West Melbourne (1)
Route 005d:
00000 (1) · 00080 (1)
Direction 005e:
None (1)
Features 006a: (Click arrow to add another value)
Critical 006b:
None (1)
Facility 007:
'St. Johns Heritage' (1) · 'US-98 US-441 SR-80' (1)
Number 008:
704190 (1) · 930406 (1)
Location 009:
'2.9 Miles South of US-192' (1) · 'SR-80 3MI E. 20 MI BEND ' (1)
Latitude 016:
26410105 (1) · 28024500 (1)
Longitude 017:
80184445 (1) · 80448000 (1)
Owner 022:
County (1) · FDOT (1)
Built 027:
1989 (1) · 2016 (1)
Lanes 028a:
2 (1) · 4 (1)
Traffic 029:
19200 (1) · 19800 (1)
Traffic Year 030:
2015 (1) · 2017 (1)
Service On 042a:
Highway (1) · Highway - Pedestrian (1)
Service Under 042b:
Highway (1) · Waterway (1)
Kind 043a:
Concrete (1)
Type 043b:
Culvert (1) · Stringer/Multi-beam/Girder (1)
Length 049:
35 (1) · 8 (1)
Width 052:
0 (1) · 17 (1)
Deck 058:
N/A (1) · Very Good (1)
Superstructure 059:
Excellent (1) · N/A (1)
Substructure 060:
Excellent (1) · N/A (1)
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. (1) · N/A (1)
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)
Inspect Date 090:
01-17 (1) · 10-17 (1)
Direction 102:
2 - way (1)
Rebuilt 106:
None (1)
Deck Type 107:
Concrete Cast-in-Place (1) · N/A (1)
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)
Future 114:
34353 (1) · 73250 (1)
Future Year 115: (Click arrow to add another value)
Clearance 116:
None (1)

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