Drilldown: bridge data
From Indian River Lagoon Project
Choose a table:
- Event (169)
- News Link (111)
- Organization (18)
- Waterbody (27)
- bridge (13)
- bridge data (1468)
- definition (254)
- fips (487)
- repository (98)
- timeline (19)
- weblink (123)
Use the filters below to narrow your results.
ObjectID:
County 003:
Place 004:
Direction 005e:
Features 006a:
Critical 006b:
Facility 007:
Number 008:
704004 (1) ·
704150 (1) ·
704151 (1) ·
705919 (1) ·
794117 (1) ·
794118 (1) ·
794122 (1) ·
794126 (1) ·
794139 (1) ·
794141 (1) ·
795521 (1)
Location 009:
'0.15 mi East of Bay Drive' (1) ·
'0.2 mile East of US-1 ' (1) ·
'0.9 mi E of Old Dixie Hwy' (1) ·
'1 mi S of Malabar Rd ' (1) ·
'1.3 miles East of CR-415 ' (1) ·
'1.35 mi North of SR-516 ' (1) ·
'2.5 Miles West of CR-509 ' (1) ·
'3.5 miles East of SR-415 ' (1) ·
'4.8 miles East of SR-415 ' (1) ·
'At Intersection w LPGA BL' (1)
Latitude 016:
Longitude 017:
Owner 022:
Lanes 028a:
Traffic 029:
Traffic Year 030:
Service On 042a:
Service Under 042b:
Kind 043a:
Type 043b:
Width 052: (Click arrow to add another value)
Deck 058:
Superstructure 059:
Substructure 060: (Click arrow to add another value)
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) ·
N/A (1)
Culvert 062:
Direction 102:
Rebuilt 106:
Deck Type 107:
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 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:
Future Year 115: (Click arrow to add another value)
Clearance 116:
Showing below up to 11 results in range #1 to #11.
View (previous 250 | next 250) (20 | 50 | 100 | 250 | 500)
