Drilldown: bridge data

From Indian River Lagoon Project
bridge data > Status: MM & Traffic 029 : 439 or 40500

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ObjectID:
12282 (1) · 15237 (1) · 15238 (1) · 15593 (1)
Status: (Click arrow to add another value)
Date:
03-03 (1) · 04-03 (1)
County 003:
Brevard (1) · Martin (1) · Palm Beach (1)
Place 004:
None (1) · Delray Beach (1) · Palm Bay (1)
Route 005d:
00000 (1) · 00095 (1) · 00806 (1)
Direction 005e:
None (1)
Features 006a:
'Canal C-47 ' (1) · 'CR 708 ' (1) · 'El Rio Canal E-4 ' (1)
Critical 006b:
None (1)
Facility 007:
'Brittan Avenue ' (1) · 'NB I-95 (SR-9) ' (1) · 'SB I-95 (SR 9) ' (1) · 'SR806 Atlantic Ave' (1)
Number 008:
705915 (1) · 890117 (1) · 890118 (1) · 930069 (1)
Location 009:
'0.2 mi S of Cocoa Street ' (1) · 'Just W. of Congress Ave.' (1) · 'NB I-95 over CR 708 ' (1) · 'SB I-95 over CR 708 ' (1)
Latitude 016:
26273366 (1) · 27023771 (1) · 27023967 (1) · 27583761 (1)
Longitude 017:
80054734 (1) · 80140214 (1) · 80140445 (1) · 80400209 (1)
Owner 022:
City (1) · FDOT (1)
Built 027:
1966 (1) · 1975 (1) · 1986 (1)
Lanes 028a:
2 (1) · 3 (1) · 6 (1)
Traffic 029: (Click arrow to add another value)
Traffic Year 030:
2016 (1)
Service On 042a:
Highway - Pedestrian (1) · Overpass (1)
Service Under 042b:
Highway (1) · Waterway (1)
Kind 043a:
Prestressed concrete (1)
Type 043b:
Slab (1) · Stringer/Multi-beam/Girder (1)
Length 049:
22 (1) · 39 (1) · 54 (1)
Width 052:
18 (1) · 33 (1) · 9 (1)
Deck 058:
Good (1)
Superstructure 059:
Good (1)
Substructure 060:
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) · N/A (1)
Culvert 062:
N/A (1)
Inspect Date 090:
03-16 (1) · 10-17 (1) · 12-16 (1)
Direction 102:
1 - way (1) · 2 - way (1)
Rebuilt 106:
None (1) · 1994 (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 not over waterway. (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:
508 (1) · 70268 (1)
Future Year 115:
2036 (1) · 2038 (1)
Clearance 116:
None (1)

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