Drilldown: bridge data

From Indian River Lagoon Project
bridge data > Features 006a : 'L.W.D.D. E-4 CANAL ' or 'PARK LATERAL CANAL ' & Traffic Year 030: 2017

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ObjectID:
15160 (1) · 15184 (1) · 15185 (1) · 15188 (1)
Status:
AM (1) · MM (1)
Date:
05-03 (1) · 06-03 (1)
County 003:
Indian River (1)
Place 004:
None (1) · Fellsmere (1)
Route 005d:
00000 (1) · 00512 (1)
Direction 005e:
None (1)
Features 006a: (Click arrow to add another value)
Critical 006b:
None (1)
Facility 007:
'101ST STREET ' (1) · '109TH STREET ' (1) · '97 TH STREET ' (1) · 'CR-512 ' (1)
Number 008:
884003 (1) · 884063 (1) · 884064 (1) · 884068 (1)
Location 009:
'0.3MI W OF CR-507 ' (1) · '0.3MI WEST OF CR-507 ' (1) · '9.2MI N OF SR-60 ' (1) · 'AT 141st ST ' (1)
Latitude 016:
27454113 (1) · 27461915 (1) · 27464527 (1) · 27473810 (1)
Longitude 017:
80365044 (1) · 80365155 (1) · 80365186 (1) · 80365199 (1)
Owner 022:
County (1)
Built 027:
1960 (1) · 1963 (1) · 1964 (1) · 1999 (1)
Lanes 028a:
2 (1)
Traffic 029:
101 (1) · 1500 (1)
Traffic Year 030: (Click arrow to add another value)
Service On 042a:
Highway (1) · Highway - Pedestrian (1)
Service Under 042b:
Waterway (1)
Kind 043a:
Concrete (1) · Prestressed concrete (1)
Type 043b:
Slab (1) · Stringer/Multi-beam/Girder (1)
Length 049:
23 (1)
Width 052:
18 (1) · 6 (1)
Deck 058:
Fair (1) · Very Good (1)
Superstructure 059:
Fair (1) · Good (1)
Substructure 060:
Good (1) · Very 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 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:
10-17 (1)
Direction 102:
2 - way (1)
Rebuilt 106:
None (1) · 1993 (1) · 1998 (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)
Future 114:
126 (1) · 1800 (1)
Future Year 115:
2039 (1)
Clearance 116:
None (1)

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