Drilldown: bridge data

From Indian River Lagoon Project
bridge data > Location 009 : '1.9mi W of N Banana Ri Dr' or 'At CR-613 (58th Ave.) ' or 'At Intersection w LPGA BL'

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ObjectID:
12264 (1) · 13807 (1) · 19210 (1)
Status:
AM (1) · ST (1)
Date:
04-19 (1) · 05-03 (1) · 12-02 (1)
County 003:
Brevard (1) · Indian River (1) · Volusia (1)
Place 004:
None (1) · Holly Hill (1) · Vero Beach (1)
Route 005d:
00000 (1)
Direction 005e:
None (1)
Features 006a:
'Halifax Canal ' (1) · 'Lateral B Canal ' (1) · 'Sykes Creek ' (1)
Critical 006b:
None (1)
Facility 007:
'13th Street SW ' (1) · 'Center Avenue ' (1) · 'Sea Ray Drive ' (1)
Number 008:
704144 (1) · 795521 (1) · 884105 (1)
Location 009: (Click arrow to add another value)
Latitude 016:
27344850 (1) · 28242068 (1) · 29143174 (1)
Longitude 017:
80264970 (1) · 80413919 (1) · 81030053 (1)
Owner 022:
City (1) · County (1)
Built 027:
1965 (1) · 1991 (1) · 2015 (1)
Lanes 028a:
2 (1) · 3 (1)
Traffic 029:
120 (1) · 1202 (1) · 8187 (1)
Traffic Year 030:
2014 (1) · 2017 (1)
Service On 042a:
Highway (1) · Highway - Pedestrian (1)
Service Under 042b:
Waterway (1)
Kind 043a:
Prestressed concrete (1)
Type 043b:
Channel beam (1) · Slab (1)
Length 049:
11 (1) · 61 (1)
Width 052:
11 (1) · 14 (1) · 21 (1)
Deck 058:
Excellent (1) · Good (1) · Satisfactory (1)
Superstructure 059:
Excellent (1) · Good (1) · Satisfactory (1)
Substructure 060:
Excellent (1) · Good (1) · Imminent Failure (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) · Bridge closed because of channel failure. Corrective action may put back in light service. (1) · No noticeable or noteworthy deficiencies which affect the condition of the channel. (1)
Culvert 062:
N/A (1)
Inspect Date 090:
02-16 (1) · 05-16 (1) · 06-17 (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 is scour critical; bridge foundations determined to be unstable for assessed or calculated scour conditions: Scour within limits of footing or piles. Scour below spread-footing base or pile tips. (1)
Future 114:
1390 (1) · 174 (1) · 9906 (1)
Future Year 115:
2034 (1) · 2039 (1)
Clearance 116:
None (1)

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