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:
Route 005d:
Direction 005e:
Features 006a:
Critical 006b:
Facility 007:
Number 008:
704016 (1) ·
704203 (1) ·
705923 (1) ·
790801 (1) ·
794032 (1) ·
795000 (1) ·
795503 (1) ·
795504 (1) ·
795713 (1) ·
796000 (1)
Location 009:
'.3 mi South of Mason Ave ' (1) ·
'0.02 MI S/O LPGA Blvd ' (1) ·
'0.1 mi W of Banana Rvr Dr' (1) ·
'0.8 Mile West of Nova Rd ' (1) ·
'2.3mi N on Indian Lake Rd' (1) ·
'200ft. S of 10th Street ' (1) ·
'8.3 miles East of SR-415 ' (1) ·
'At Lake Washington Rd ' (1) ·
'At LPGA Blvd. ' (1) ·
'At Minton Rd. Intersectn ' (1)
Latitude 016:
Longitude 017:
Owner 022:
Traffic 029:
Service On 042a:
Service Under 042b: (Click arrow to add another value)
Kind 043a:
Type 043b:
Deck 058:
Superstructure 059:
Substructure 060:
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) ·
Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. (1)
Culvert 062: (Click arrow to add another value)
Direction 102:
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 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 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 10 results in range #1 to #10.
View (previous 250 | next 250) (20 | 50 | 100 | 250 | 500)
