Drilldown: bridge data
From Indian River Lagoon Project
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- 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.
'BELCHER C-25 CANAL ' (1) ·
'Halifax Canal ' (1) ·
'HAULOVER CANAL ' (1) ·
'Indian River East Relief' (1) ·
'L.W.D.D. #9 ' (1) ·
'N CANAL ' (1) ·
'North Relief Canal ' (1) ·
'PERENNIAL CANAL ' (1) ·
'RCA Center Dr & FEC R/R ' (1) ·
'Rowland Canal ' (1) ·
'SR 91 TPK ' (1) ·
'SR-713 (King Hwy) ' (1) ·
'SR-91 N/S TPK ' (1) ·
INDIAN RIVER (1) ·
SR-401 (1)
'56th Place North ' (1) ·
'COURTENAY PARKWAY ' (1) ·
'CR68 ORNG AV 156.1' (1) ·
'DAVIS ROAD ' (1) ·
'Daytona Avenue ' (1) ·
'KEENE ROAD/CR-611 ' (1) ·
'NB SR-9 (I-95) ' (1) ·
'PARK COMMERCE BLVD' (1) ·
'SB SR-9 (I-95) ' (1) ·
'SR 811 to SB I-95 ' (1) ·
'SR-732 Jensen Bch.' (1) ·
'SR91 On/Off Rmp106' (1) ·
'VANDEGRIFT-WILL RD' (1) ·
'West Farms Road ' (1) ·
NASA CAUSEWAY EB (1) ·
NASA CAUSEWAY WB (1) ·
Overpass Ramp (1)
700218 (1) ·
703001 (1) ·
703002 (1) ·
703004 (1) ·
795504 (1) ·
884082 (1) ·
890146 (1) ·
894056 (1) ·
930493 (1) ·
931011 (1) ·
934506 (1) ·
936500 (1) ·
937202 (1) ·
940056 (1) ·
940162 (1) ·
940163 (1) ·
944014 (1)
'.75mi E. of Indian R Dr. ' (1) ·
'0.02 MI S/O LPGA Blvd ' (1) ·
'0.4 MILE N OF SR-710 ' (1) ·
'0.8 MILE N OF 10TH AVE N ' (1) ·
'1.0 Mile West of SR-710 ' (1) ·
'1.5mi N of SR-68 ' (1) ·
'1MILE E OF HATTON HWY ' (1) ·
'2.9 MI N OF SR-70 ' (1) ·
'56th Place North ' (1) ·
'8.6 MILES SOUTH OF US 1 ' (1) ·
'At ANGLE RD(CR-607A) ' (1) ·
'NW quad SR811/786 intchge' (1) ·
'SR-710 TPK Interchange ' (1) ·
0.7 Mile N of SR-528 (1) ·
KENNEDY SPACE CENTER (1)
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) ·
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)
Showing below up to 17 results in range #1 to #17.