Drilldown: bridge data

From Indian River Lagoon Project
bridge data > Route 005d : 00507 or 00722 & Owner 022: FDOT

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ObjectID:
12216 (1) · 12232 (1) · 12234 (1) · 17860 (1)
Status:
AM (1) · MM (1) · ST (1)
Date:
04-03 (1) · 04-19 (1) · 12-02 (1)
County 003:
Brevard (1)
Place 004:
Melbourne (1) · Palm Bay (1) · Port Malabar (1)
Route 005d: (Click arrow to add another value)
Direction 005e:
None (1)
Features 006a:
'I-95 ' (1) · 'SR-507 ' (1) · 'Tillman Canal ' (1) · Tillman Canal (1)
Critical 006b:
None (1)
Facility 007:
'Babcock St(CR-507)' (1) · 'SR-507 ' (1) · 'SR-507 NB ' (1) · SR-507 SB (1)
Number 008:
700160 (1) · 700185 (1) · 700186 (1) · 700190 (1)
Location 009:
'Babcock Street over I-95 ' (1) · 'SR-507 NB - Tillman Canal' (1) · 'SR-507 over Crane Creek ' (1) · SR-507 SB-Tillman Canal (1)
Latitude 016:
27591190 (1) · 28004740 (1) · 28040738 (1)
Longitude 017:
80371675 (1) · 80371922 (1) · 80371970 (1) · 80372030 (1)
Owner 022: (Click arrow to add another value)
Built 027:
1962 (1) · 1969 (1) · 1982 (1) · 1991 (1)
Lanes 028a:
2 (1) · 4 (1)
Traffic 029:
12200 (1) · 17250 (1) · 27000 (1)
Traffic Year 030:
2016 (1)
Service On 042a:
Highway (1) · Highway - Pedestrian (1)
Service Under 042b:
Highway (1) · Waterway (1)
Kind 043a:
Concrete continuous (1) · Prestressed concrete (1) · Steel continuous (1)
Type 043b:
Slab (1) · Stringer/Multi-beam/Girder (1)
Length 049:
124 (1) · 28 (1) · 70 (1)
Width 052:
11 (1) · 15 (1) · 16 (1) · 25 (1)
Deck 058:
Good (1) · Poor (1) · Satisfactory (1)
Superstructure 059:
Good (1) · Poor (1)
Substructure 060:
Fair (1) · 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:
02-18 (1) · 03-17 (1) · 05-16 (1)
Direction 102:
1 - way (1) · 1 way (1) · 2 - way (1)
Rebuilt 106:
None (1) · 1991 (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 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) · Bridge not over waterway. (1)
Future 114:
21167 (1) · 29929 (1) · 46845 (1)
Future Year 115:
2038 (1)
Clearance 116:
None (1)

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