Drilldown: bridge data

From Indian River Lagoon Project
bridge data > Location 009 : '3mi East of SR5 on A1A ' or 'At CR-615 (66th Ave) ' & Inspect Date 090: 04-16

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ObjectID:
19208 (1) · 19227 (1) · 19228 (1)
Status:
ST (1)
Date:
04-19 (1)
County 003:
Indian River (1) · Martin (1)
Place 004:
None (1) · Stuart (1)
Route 005d:
00000 (1) · 00A1A (1)
Direction 005e:
None (1)
Features 006a:
'Lateral A Canal ' (1) · 'St. Lucie River ' (1) · 'St.Lucie River ' (1)
Critical 006b:
None (1)
Facility 007:
'49th St Lindsey Rd' (1) · 'E/B S.R. A1A ' (1) · 'W/B S.R. A1A ' (1)
Number 008:
884103 (1) · 890158 (1) · 890160 (1)
Location 009: (Click arrow to add another value)
Latitude 016:
27115581 (1) · 27115681 (1) · 27405750 (1)
Longitude 017:
80122748 (1) · 80122859 (1) · 80274550 (1)
Owner 022:
County (1) · FDOT (1)
Built 027:
2001 (1) · 2014 (1)
Lanes 028a:
2 (1) · 3 (1)
Traffic 029:
101 (1) · 12500 (1)
Traffic Year 030:
2016 (1) · 2017 (1)
Service On 042a:
Highway - Pedestrian (1)
Service Under 042b:
Waterway (1)
Kind 043a:
Prestressed concrete (1) · Prestressed concrete continuous (1)
Type 043b:
Segmental box girder (1) · Slab (1)
Length 049:
11 (1) · 909 (1)
Width 052:
15 (1) · 20 (1)
Deck 058:
Good (1) · Very Good (1)
Superstructure 059:
Very Good (1)
Substructure 060:
Good (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) · No noticeable or noteworthy deficiencies which affect the condition of the channel. (1)
Culvert 062:
N/A (1)
Inspect Date 090: (Click arrow to add another value)
Direction 102:
1 - way (1) · 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 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 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) · 21688 (1)
Future Year 115:
2038 (1) · 2039 (1)
Clearance 116:
None (1)

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