Drilldown: bridge data
From Indian River Lagoon Project
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Use the filters below to narrow your results.
'Cypress Creek ' (1) ·
'HILLSBORO CANAL L-14 ' (1) ·
'I 95 SR 9 ' (1) ·
'I-95 (SR 9) ' (1) ·
'Intracoastal Waterway ' (1) ·
'Intracoastal Waterway ' (1) ·
'Military Trail ' (1) ·
'Nova Canal ' (1) ·
'OKEECHOBEE BLVD ' (1) ·
'SB I-95 To EB 706 ' (1) ·
'SR 794 Yamato Rd ' (1) ·
'SR786 I95 I95 Ramps ' (1) ·
'St Johns River ' (1) ·
'SW FORK LOXAHATCHEE RVR ' (1)
'AUSTRALIAN AVE NB ' (1) ·
'AUSTRALIAN AVE SB ' (1) ·
'Central Blvd ' (1) ·
'CR 76A ' (1) ·
'EB SR 802 Lake Ave' (1) ·
'I 95 NB ' (1) ·
'I 95 SB ' (1) ·
'I 95 SR 9 ' (1) ·
'NB 1-95 (SR-9) ' (1) ·
'NW 2ND ST ' (1) ·
'SB I-95 (SR-9) ' (1) ·
'SR-528 ' (1) ·
'SR786 WB to SB I95' (1) ·
'WB 706 To SB I-95 ' (1) ·
'WB SR 802 Lake Ave' (1) ·
'Woodcliff Drive ' (1)
700084 (1) ·
700150 (1) ·
795001 (1) ·
890114 (1) ·
890115 (1) ·
890116 (1) ·
930104 (1) ·
930189 (1) ·
930201 (1) ·
930318 (1) ·
930360 (1) ·
930376 (1) ·
930378 (1) ·
930379 (1) ·
930388 (1) ·
930392 (1) ·
934275 (1) ·
934276 (1)
'0.25 mile North of SR 786' (1) ·
'0.3MI N of SR-706 ' (1) ·
'0.5MI EAST OF I-95 ' (1) ·
'1 mile North of SR 786 ' (1) ·
'10ft. East of Nova Road ' (1) ·
'2.5 miles North of SR-706' (1) ·
'750FT W OF SR-7 (US-441) ' (1) ·
'CR 76A over I-95 ' (1) ·
'I 95 SR 706 interchange ' (1) ·
'I 95 SR 786 Interchange ' (1) ·
'Just North of Exit 48 ' (1) ·
'Just South of Exit 48 ' (1) ·
'Lake Ave / ICWW ' (1) ·
'Lake Ave. / ICWW ' (1) ·
'SR-528 EB-St Johns River ' (1) ·
'SR-528 WB-St Johns 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 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)
N/A (1) ·
Shrinkage cracks, light scaling and insignificant spalling which does not expose reinforcing steel. Insignificant damage caused by drift with no misalignment and not requiring corrective action. Some minor scouring has occured near curtain walls, wingwalls or pipes. Metal culverts have a smooth symmetrical curvature with superficial corrosion and no pitting. (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 18 results in range #1 to #18.
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