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.
'11th Street Canal ' (1) ·
'C-37 Canal ' (1) ·
'Cow Creek ' (1) ·
'Creek ' (1) ·
'Daytona Canal ' (1) ·
'Drainage Ditch ' (1) ·
'Gabordy's Canal ' (1) ·
'Halifax Canal ' (1) ·
'I-95 ' (1) ·
'Misner Branch ' (1) ·
'Nav. Banana River Canal ' (1) ·
'Platt Ranch Access Road ' (1) ·
'SR-46 ' (1) ·
SR-401 (1)
'Alta Drive ' (1) ·
'Ballough Street ' (1) ·
'Daytona Avenue ' (1) ·
'Girard Blvd. ' (1) ·
'I-95 ' (1) ·
'Indian Lake Road ' (1) ·
'Jupiter Boulevard ' (1) ·
'Main Trail ' (1) ·
'Maytown Road ' (1) ·
'Pineda Causeway ' (1) ·
'Riverside Drive ' (1) ·
'Spotted Fawn Way ' (1) ·
'St. Johns Heritage' (1) ·
Overpass Ramp (1)
700218 (1) ·
700225 (1) ·
700230 (1) ·
704016 (1) ·
704190 (1) ·
704203 (1) ·
705923 (1) ·
790801 (1) ·
794032 (1) ·
795000 (1) ·
795503 (1) ·
795504 (1) ·
795713 (1) ·
796000 (1)
'.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) ·
'2.6 MI S of Wickham Rd. ' (1) ·
'2.9 Miles South of US-192' (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) ·
'I-95 over SR-46 ' (1) ·
0.7 Mile N of SR-528 (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) ·
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) ·
N/A (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 (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 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)
Showing below up to 14 results in range #1 to #14.
View (previous 250 | next 250) (20 | 50 | 100 | 250 | 500)