Drilldown: bridge data

From Indian River Lagoon Project
bridge data > Status: Other & Location 009 : '0.2 mile East of US-1 ' or 'At Intersection w LPGA BL'

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ObjectID:
13791 (1) · 13807 (1) · 17894 (1)
Status: (Click arrow to add another value)
Date:
04-19 (1) · 05-03 (1)
County 003:
Brevard (1) · Volusia (1)
Place 004:
Holly Hill (1) · Port Orange (1) · Titusville (1)
Route 005d:
00000 (1)
Direction 005e:
None (1)
Features 006a:
'Halifax Canal ' (1) · 'Indian River Relief ' (1) · 'Rose Bay Canal ' (1)
Critical 006b:
None (1)
Facility 007:
'Center Avenue ' (1) · 'Main Street ' (1) · 'Service Road ' (1)
Number 008:
704048 (1) · 794122 (1) · 795521 (1)
Location 009: (Click arrow to add another value)
Latitude 016:
28370440 (1) · 29063307 (1) · 29143174 (1)
Longitude 017:
80480991 (1) · 80581706 (1) · 81030053 (1)
Owner 022:
City (1)
Built 027:
1963 (1) · 1965 (1) · 1988 (1)
Lanes 028a:
2 (1)
Traffic 029:
304 (1) · 605 (1) · 8187 (1)
Traffic Year 030:
2014 (1)
Service On 042a:
Highway (1) · Highway - Pedestrian (1)
Service Under 042b:
Waterway (1)
Kind 043a:
Concrete continuous (1) · Prestressed concrete (1)
Type 043b:
Slab (1)
Length 049:
11 (1) · 19 (1) · 44 (1)
Width 052:
11 (1) · 12 (1)
Deck 058:
Fair (1) · Good (1) · Satisfactory (1)
Superstructure 059:
Fair (1) · Good (1) · Satisfactory (1)
Substructure 060:
Fair (1) · Good (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) · Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and brush restrict the channel. (1) · 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)
Culvert 062:
N/A (1)
Inspect Date 090:
03-16 (1) · 05-16 (1)
Direction 102:
2 - way (1)
Rebuilt 106:
None (1)
Deck Type 107:
Concrete Cast-in-Place (1) · Concrete Precast Panels (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:
1050 (1) · 353 (1) · 9906 (1)
Future Year 115:
2034 (1)
Clearance 116:
None (1)

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