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.
'Banana River ' (1) ·
'C-37 Canal ' (1) ·
'City St. & Crane Creek ' (1) ·
'FECRR ' (1) ·
'I-95 ' (1) ·
'Indian River EastRelief ' (1) ·
'Sawgrass Creek ' (1) ·
'Service Rd & Canal ' (1) ·
'St Johns River ' (1) ·
'Sykes Creek ' (1) ·
'Turkey Creek ' (1) ·
'US-1 ' (1) ·
'US-1 & FECRR ' (1) ·
Six Mile Creek (1)
'Briar Creek Blvd. ' (1) ·
'Jupiter Boulevard ' (1) ·
'Port St. John Pkwy' (1) ·
'Sea Ray Drive ' (1) ·
'SR-401 NB ' (1) ·
'SR-405 EB ' (1) ·
'SR-405 WB ' (1) ·
'SR-520 ' (1) ·
'SR-520 WB ' (1) ·
'SR-528 EB ' (1) ·
'SR-528 WB ' (1) ·
'Sykes Creek Pkwy ' (1) ·
'US-1 ' (1) ·
'US-192 ' (1) ·
'US-192 EB ' (1) ·
SR-46 (1)
700002 (1) ·
700006 (1) ·
700014 (1) ·
700018 (1) ·
700029 (1) ·
700103 (1) ·
700108 (1) ·
700116 (1) ·
700117 (1) ·
700194 (1) ·
700199 (1) ·
700200 (1) ·
700208 (1) ·
700235 (1) ·
704011 (1) ·
704144 (1) ·
705500 (1) ·
705923 (1)
'.8 Mile North of SR-520 ' (1) ·
'0.6 mi S of Pt Malabar Bl' (1) ·
'1.9mi W of N Banana Ri Dr' (1) ·
'At Minton Rd. Intersectn ' (1) ·
'Port St. John Pkwy - I-95' (1) ·
'SR-401 NB - Barge Canal ' (1) ·
'SR-405 EB - FECRR ' (1) ·
'SR-405 EB - US-1 ' (1) ·
'SR-405 WB - FECRR ' (1) ·
'SR-405 WB - US-1 ' (1) ·
'SR-520 - Banana River ' (1) ·
'SR-520 WB -St Johns River' (1) ·
'SR-528 EB - US-1& FECRR ' (1) ·
'SR-528 WB - US-1 & FECRR ' (1) ·
'US-1 - Crane Cr & City St' (1) ·
'US-192 - Indian River Rel' (1) ·
'US-192EB - Sawgrass Creek' (1) ·
SR-46 over Six Mile Cr (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) ·
Bridge closed because of channel failure. Corrective action may put back in light service. (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 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 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 18 results in range #1 to #18.