Drilldown: bridge data
From Indian River Lagoon Project
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Use the filters below to narrow your results.
'Belcher Canal (C-25) ' (1) ·
'Danforth Creek ' (1) ·
'F.P.F.W.C.D. Canal No. 1' (1) ·
'Long Creek ' (1) ·
'N Fork St. Lucie River ' (1) ·
'N. Fork St. Lucie River ' (1) ·
'Okeechobee Waterway ' (1) ·
'POPPELTON CREEK ' (1) ·
'S Fork St. Lucie River ' (1) ·
'SR-91 (Fl. Tpk.) ' (1) ·
'SR-91 (Florida Turnpike)' (1)
'CR-713 ' (1) ·
'CR-714 Indian St. ' (1) ·
'CR714 PALM CITY RD' (1) ·
'EB Martin Downs Bd' (1) ·
'EB Prt St Lucie Bd' (1) ·
'EB SR - 714 ' (1) ·
'EB St. Lucie Blvd.' (1) ·
'Kings Highway ' (1) ·
'Port St. Lucie Bld' (1) ·
'SR-713 (Kings Hwy)' (1) ·
'SR-714 ' (1) ·
'WB Martin Downs Bd' (1) ·
'WB Prt St Lucie Bd' (1) ·
'WB SR - 714 ' (1) ·
'WB St. Lucie Blvd.' (1)
890038 (1) ·
890039 (1) ·
890134 (1) ·
890135 (1) ·
890143 (1) ·
890159 (1) ·
894009 (1) ·
894062 (1) ·
940007 (1) ·
940139 (1) ·
940140 (1) ·
940142 (1) ·
940143 (1) ·
940144 (1) ·
940145 (1)
'.5mi So. of St Lucie Blvd' (1) ·
'0.1 MI West of SR-76 ' (1) ·
'0.2MI SOUTH OF CR-714 ' (1) ·
'1.5mi. N of SR-68 ' (1) ·
'1.8mi. East of SR-91 ' (1) ·
'1/2MI S of US-1 ' (1) ·
'2.5 mi East of TPK Exit ' (1) ·
'2mi. East of SR-91 ' (1) ·
'Port St Lucie / FL TPK. ' (1) ·
'SR-714 East of Fla. Tpk. ' (1) ·
'SR-714 East of Fla. Tpke.' (1) ·
'Turnpike at Stuart exit. ' (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 assessed or calculated scour conditions; field review indicates action is required to protect exposed foundations (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 15 results in range #1 to #15.
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