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) ·
'C-24 CANAL ' (1) ·
'CANAL ' (1) ·
'CANAL E-4 ' (1) ·
'JOANN CANAL ' (1) ·
'LAKE IDA CANAL ' (1) ·
'LAT CANAL (LK WORTH INT)' (1) ·
'LATERAL A CANAL ' (1) ·
'LATERAL A CANAL ' (1) ·
'PHIPP CANAL ' (1) ·
'RANGE LINE CANAL ' (1) ·
'RELIEF CANAL ' (1) ·
'SEBASTIAN RIVER PRONG ' (1) ·
'TAYLOR CREEK CANAL-1 ' (1) ·
'TEN MILE CREEK ' (1)
'53RD STREET ' (1) ·
'61ST./PECAN GROVE ' (1) ·
'65TH ST. ' (1) ·
'CARLTON RD (CR613)' (1) ·
'CR-505 ROSELAND RD' (1) ·
'CR-508 (69TH ST.) ' (1) ·
'CR-510 WABASSO RD ' (1) ·
'CR-619 82ND AVE. ' (1) ·
'CR712A (MCCARTY RD' (1) ·
'KEEN RD (CR-611) ' (1) ·
'MISSION HILL ROAD ' (1) ·
'SR 91 TPK RMP 93.5' (1) ·
'SR91 N/S TPK 126.5' (1) ·
'SR91 N/S TPK 135.6' (1) ·
'SW 22ND WAY ' (1)
880018 (1) ·
880049 (1) ·
880063 (1) ·
884019 (1) ·
884027 (1) ·
884028 (1) ·
884036 (1) ·
884038 (1) ·
890082 (1) ·
890085 (1) ·
930334 (1) ·
935305 (1) ·
935306 (1) ·
940019 (1) ·
940030 (1) ·
940037 (1)
'0.3MI N OF CR-712 ' (1) ·
'0.5MI S of CR-608 ' (1) ·
'0.7 MILE NORTH OF SR-60 ' (1) ·
'1.0MI NORTH OF SR-708 ' (1) ·
'1.1MI Wof CR-615(66th St)' (1) ·
'1.3 MI N OF STUART INTRCH' (1) ·
'1.7MI N OF CR-512 ' (1) ·
'100FT E OF SOUTH LAKE DR ' (1) ·
'150 FT E of SW 10TH ST ' (1) ·
'1MI W OF CR-615 ' (1) ·
'2.1MI S of SR-70 ' (1) ·
'25FT. EAST OF 66TH AVE. ' (1) ·
'3.6 Miles West Of US-1 ' (1) ·
'AT CR-615 (66TH AVE.) ' (1) ·
'LAKE WORTH INTERCHANGE ' (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)
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)
Showing below up to 16 results in range #1 to #16.