Drilldown: bridge data
From Indian River Lagoon Project
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'11th Street Canal ' (1) ·
'BARBARA BASIN ' (1) ·
'BRANCH OF INDIAN RIVER ' (1) ·
'C-51 Canal ' (1) ·
'CHENEY WAY/CSX RR ' (1) ·
'E-3 CANAL ' (1) ·
'FLORIDA TURNPIKE SR-91 ' (1) ·
'FORK OF ST. LUCIE RIVER ' (1) ·
'HILLSBORO L-14 CANAL ' (1) ·
'I-4 ' (1) ·
'I-95 ' (1) ·
'LATERAL A CANAL ' (1) ·
'LWDD E-4 (EL RIO) CANAL ' (1) ·
'LWDD L-30 CANAL ' (1) ·
'LWDD LAT 30 CANAL ' (1) ·
'PARK LATERAL CANAL ' (1) ·
'ROY'S SWALE ' (1) ·
'SFWMD C-15 CANAL ' (1) ·
'SR 91 TPK ' (1) ·
'SR 91 TPK & CANAL ' (1) ·
'ST. LUCIE RIVER ' (1)
'101ST STREET ' (1) ·
'61ST./PECAN GROVE ' (1) ·
'BARWICK RD ' (1) ·
'BRANT DR/CARL BOTT' (1) ·
'CONGRESS AVE (NB) ' (1) ·
'CONGRESS AVE (SB) ' (1) ·
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'MINUTE MAID RD 165' (1) ·
'NW 20TH ST. EB ' (1) ·
'NW 5TH STREET ' (1) ·
'Old Dixie Highway ' (1) ·
'OUSLEY FARMS ROAD ' (1) ·
'PICOS RD 154.90 ' (1) ·
'PRIMA VISTA BLVD. ' (1) ·
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'1.0M S OF OKEECHOBEE BLVD' (1) ·
'1.16 MI S OF SR-68 ' (1) ·
'1.4 miles North of US-92 ' (1) ·
'1.9Mi S OF WOOLBRIGHT ' (1) ·
'100FT Eof SEWALLS PT. RD.' (1) ·
'3.4 MI S INDIAN RIVER CO ' (1) ·
'9.38 MI NORTH OF SR-68 ' (1) ·
'AT CR-615 (66TH AVE.) ' (1) ·
'At US-441 Southern Blvd ' (1) ·
'Hull Road - I-95 ' (1) ·
'Old Dixie Hwy over I-95 ' (1) ·
'Saxon Blvd EB - I-4 ' (1)
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81161879 (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) ·
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 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 not over waterway. (1)
Showing below up to 24 results in range #1 to #24.
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