Drilldown: bridge data

From Indian River Lagoon Project
bridge data > Place 004: Melbourne & Kind 043a: Prestressed concrete continuous

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ObjectID:
12231 (1) · 12246 (1)
Status:
AM (1) · MM (1)
Date:
04-03 (1) · 05-03 (1)
County 003:
Brevard (1)
Place 004: (Click arrow to add another value)
Route 005d:
00005 (1) · 00518 (1)
Direction 005e:
None (1)
Features 006a:
'Turkey Creek ' (1) · Indian River ICW (1)
Critical 006b:
None (1)
Facility 007:
'US-1 ' (1) · SR-518 (1)
Number 008:
700184 (1) · 700203 (1)
Location 009:
'US-1 over Turkey Creek ' (1) · SR-518 over Indian River (1)
Latitude 016:
28015978 (1) · 28075792 (1)
Longitude 017:
80344732 (1) · 80370269 (1)
Owner 022:
FDOT (1)
Built 027:
1988 (1) · 1999 (1)
Lanes 028a:
4 (1)
Traffic 029:
26500 (1) · 35500 (1)
Traffic Year 030:
2016 (1)
Service On 042a:
Highway - Pedestrian (1)
Service Under 042b:
Waterway (1)
Kind 043a: (Click arrow to add another value)
Type 043b:
Slab (1) · Stringer/Multi-beam/Girder (1)
Length 049:
68 (1) · 884 (1)
Width 052:
28 (1) · 37 (1)
Deck 058:
Satisfactory (1)
Superstructure 059:
Good (1) · Satisfactory (1)
Substructure 060:
Good (1) · Satisfactory (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) · No noticeable or noteworthy deficiencies which affect the condition of the channel. (1)
Culvert 062:
N/A (1)
Inspect Date 090:
06-16 (1) · 10-16 (1)
Direction 102:
2 - way (1) · 2 way (1)
Rebuilt 106:
None (1)
Deck Type 107:
Concrete Cast-in-Place (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 foundations determined to be stable for assessed or calculated scour condition. Scour is determined to be within the limits of footing or piles by assessment, by calculations or by installation of properly designed countermeasures (1)
Future 114:
45978 (1) · 61592 (1)
Future Year 115:
2038 (1)
Clearance 116:
None (1)

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