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.
'Blue Lake Equalizer ' (1) ·
'Cow Creek ' (1) ·
'CYPRESS CREEK #2 ' (1) ·
'FECRR ' (1) ·
'Gabordy's Canal ' (1) ·
'HAULOVER CANAL ' (1) ·
'LOXAHATCHEE CREEK ' (1) ·
'Nav. Banana River Canal ' (1) ·
'NORTH RELIEF CANAL ' (1) ·
'TAYLOR CREEK ' (1) ·
'Tomoka River ' (1) ·
'Tomoka River ' (1) ·
'US-17/92 ' (1) ·
Indian River ICW (1)
'COURTENAY PARKWAY ' (1) ·
'CR5A OLD DIXIE HWY' (1) ·
'CR605 OLD DIXIE HW' (1) ·
'E. Minnesota Ave. ' (1) ·
'Girard Blvd. ' (1) ·
'Maytown Road ' (1) ·
'Old Dixie Hwy. ' (1) ·
'Riverside Drive ' (1) ·
'SR-472 ' (1) ·
'SR91 N/S TPK 117.5' (1) ·
'SR91 N/S TPK 119.1' (1) ·
'US-1 SB ' (1) ·
'US-92 EB ' (1) ·
SR-518 (1)
700184 (1) ·
703004 (1) ·
704016 (1) ·
790004 (1) ·
790055 (1) ·
790097 (1) ·
794014 (1) ·
794016 (1) ·
794032 (1) ·
795713 (1) ·
880062 (1) ·
890079 (1) ·
930241 (1) ·
940029 (1)
'0.1 mi W of Banana Rvr Dr' (1) ·
'0.2 MI S OF MARTIN CO LIN' (1) ·
'0.3 MILES NORTH OF US-1 ' (1) ·
'0.4 mi S of Addison Drive' (1) ·
'0.5Mi West of Kepler Rd. ' (1) ·
'0.9MI N OF CR-630 ' (1) ·
'1.3 MI N OF PLM BCH CO LI' (1) ·
'200ft. S of 10th Street ' (1) ·
'8.3 miles East of SR-415 ' (1) ·
'8.6 MILES SOUTH OF US 1 ' (1) ·
'SR-472 over US-17/92 ' (1) ·
'US-1 SB over FECRR ' (1) ·
'US-92 EB -Tomoka River ' (1) ·
SR-518 over Indian River (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 being eroded. River control devices and/or embankment have major damage. Trees and brush restrict the channel. (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)
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 assessed or calculated scour condition. Scour is determined to be within the limits of footing or piles by assessment, by calculations or by installation of properly designed countermeasures (1) ·
Bridge foundations determined to be stable for assessed or calculated scour conditions; field review indicates action is required to protect exposed foundations (1) ·
Bridge is scour critical; bridge foundations determined to be unstable for assessed or calculated scour conditions: Scour within limits of footing or piles. Scour below spread-footing base or pile tips. (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.