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.
'BESSEY CREEK ' (1) ·
'COUNTY LINE CANAL C-23 ' (1) ·
'Indian River East Relief' (1) ·
'Lake Worth Tide Relief' (1) ·
'Lake Worth Relief ' (1) ·
'LAT CANAL (LK WORTH INT)' (1) ·
'LATERAL CANAL #38 ' (1) ·
'LOXAHATCHEE CREEK ' (1) ·
'LOXAHATCHEE WPB CANAL ' (1) ·
'N RELIEF CANAL ' (1) ·
'PHIPP CANAL ' (1) ·
'Relief E.of North Bridge' (1) ·
'RIM DITCH CANAL C-24 ' (1) ·
'W. Relief Indian River ' (1)
'Blue Heron Blvd ' (1) ·
'CR 613 (58TH AVE) ' (1) ·
'Jensen Bch. Cswy. ' (1) ·
'SR 91 TPK RMP 93.5' (1) ·
'SR-732 Jensen Bch.' (1) ·
'SR-A1A ' (1) ·
'SR80(SouthernBlvd)' (1) ·
'SR91 N/S TPK 103.1' (1) ·
'SR91 N/S TPK 117.5' (1) ·
'SR91 N/S TPK 126.5' (1) ·
'SR91 N/S TPK 135.6' (1) ·
'SR91 N/S TPK 138.1' (1) ·
'SR91 N/S TPK 92.1 ' (1) ·
'SR91 NB TPK 142.2 ' (1) ·
'SR91 SB TPK 142.2 ' (1)
884055 (1) ·
890082 (1) ·
890083 (1) ·
890085 (1) ·
890138 (1) ·
890146 (1) ·
930098 (1) ·
930223 (1) ·
930235 (1) ·
930241 (1) ·
930334 (1) ·
930545 (1) ·
940046 (1) ·
940049 (1) ·
940082 (1)
'.75mi E. of Indian R Dr. ' (1) ·
'0.2 MI S OF MARTIN CO LIN' (1) ·
'0.25mi W of S.R.-A1A ' (1) ·
'0.4MI N OF 49TH ST. ' (1) ·
'1.0MI NORTH OF SR-708 ' (1) ·
'1.2 MI NO OF LANTANA RD ' (1) ·
'1.2MI S PORT ST LUCIE BLV' (1) ·
'1.2MI S PORT ST LUCIE RMP' (1) ·
'1.3 MI N OF STUART INTRCH' (1) ·
'3.0 MI NORTH OF SR-704 ' (1) ·
'3.4MI NORTH OF SR-714 ' (1) ·
'A1A East of Ft. Pierce ' (1) ·
'LAKE WORTH INTERCHANGE ' (1) ·
'SR-A1A East of ICWW ' (1) ·
'W. of Jensen Bch. Cswy. ' (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)
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 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)
Showing below up to 15 results in range #1 to #15.