Drilldown: bridge data

From Indian River Lagoon Project
bridge data > Owner 022: Other & Future 114 : 1068 or None

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ObjectID:
13799 (1) · 19631 (1) · 19632 (1) · 19633 (1)
Status:
MM (1) · ST (1)
Date:
04-19 (1) · 06-03 (1)
County 003:
Brevard (1) · Volusia (1)
Place 004:
None (1) · Titusville (1)
Route 005d:
00000 (1) · SR405 (1)
Direction 005e:
None (1) · Westbound (1)
Features 006a:
'HAULOVER CANAL ' (1) · 'Lake Ashby Canal ' (1) · INDIAN RIVER (1)
Critical 006b:
None (1)
Facility 007:
'COURTENAY PARKWAY ' (1) · 'Maytown Road ' (1) · NASA CAUSEWAY EB (1) · NASA CAUSEWAY WB (1)
Number 008:
703001 (1) · 703002 (1) · 703004 (1) · 794141 (1)
Location 009:
'4.8 miles East of SR-415 ' (1) · '8.6 MILES SOUTH OF US 1 ' (1) · KENNEDY SPACE CENTER (1)
Latitude 016:
28313826 (1) · 28313884 (1) · 28441095 (1) · 28504680 (1)
Longitude 017:
80451679 (1) · 80454983 (1) · 81044532 (1)
Owner 022: (Click arrow to add another value)
Built 027:
1964 (1) · 1965 (1) · 1985 (1)
Lanes 028a:
2 (1)
Traffic 029:
6500 (1) · 6700 (1) · 675 (1) · 883 (1)
Traffic Year 030:
2014 (1) · 2016 (1)
Service On 042a:
Highway (1)
Service Under 042b:
Waterway (1)
Kind 043a:
Concrete continuous (1) · Steel (1)
Type 043b:
Movable - Bascule (1) · Slab (1)
Length 049:
30 (1) · 68 (1) · 912 (1)
Width 052:
10 (1) · 11 (1)
Deck 058:
Good (1) · Satisfactory (1) · Very Good (1)
Superstructure 059:
Fair (1) · Very Good (1)
Substructure 060:
Fair (1) · 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) · 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:
None (1) · N/A (1)
Inspect Date 090:
05-16 (1) · 07-17 (1) · 08-17 (1)
Direction 102:
2 - way (1)
Rebuilt 106:
None (1)
Deck Type 107:
Concrete Cast-in-Place (1) · Open Grating (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)
Future 114: (Click arrow to add another value)
Future Year 115:
None (1) · 2034 (1)
Clearance 116:
None (1)

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