Drilldown: bridge data

From Indian River Lagoon Project
bridge data > Critical 006b: None & Location 009 : '0.9 mi N of Wickham Rd ' or 'At CR-615 (66th Ave) '

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ObjectID:
12258 (1) · 19208 (1)
Status:
MM (1) · ST (1)
Date:
04-03 (1) · 04-19 (1)
County 003:
Brevard (1) · Indian River (1)
Place 004:
None (1) · Melbourne (1)
Route 005d:
00000 (1)
Direction 005e:
None (1)
Features 006a:
'Canal ' (1) · 'Lateral A Canal ' (1)
Critical 006b: (Click arrow to add another value)
Facility 007:
'49th St Lindsey Rd' (1) · 'Pinehurst Ave N ' (1)
Number 008:
704045 (1) · 884103 (1)
Location 009: (Click arrow to add another value)
Latitude 016:
27405750 (1) · 28143333 (1)
Longitude 017:
80274550 (1) · 80411355 (1)
Owner 022:
County (1)
Built 027:
1982 (1) · 2014 (1)
Lanes 028a:
2 (1) · 3 (1)
Traffic 029:
101 (1) · 4484 (1)
Traffic Year 030:
2013 (1) · 2016 (1)
Service On 042a:
Highway - Pedestrian (1)
Service Under 042b:
Waterway (1)
Kind 043a:
Aluminum - Iron (1) · Prestressed concrete (1)
Type 043b:
Culvert (1) · Slab (1)
Length 049:
11 (1) · 7 (1)
Width 052:
0 (1) · 20 (1)
Deck 058:
N/A (1) · Very Good (1)
Superstructure 059:
N/A (1) · Very Good (1)
Substructure 060:
N/A (1) · Very Good (1)
Channel 061:
Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. (1) · Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. (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:
07-16 (1) · 12-17 (1)
Direction 102:
2 - way (1)
Rebuilt 106:
None (1)
Deck Type 107:
Concrete Precast Panels (1) · N/A (1)
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 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:
175 (1) · 5182 (1)
Future Year 115:
2033 (1) · 2038 (1)
Clearance 116:
None (1)

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