Drilldown: bridge data
From Indian River Lagoon Project
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Use the filters below to narrow your results.
'Becker Rd. ' (1) ·
'CR708 125.4 ' (1) ·
'DNLD RS RD E 112.2' (1) ·
'DNLD RS RD W 112.2' (1) ·
'LEIGHTON FARM AVE ' (1) ·
'MILITARY TRAIL NB ' (1) ·
'MILITARY TRAIL SB ' (1) ·
'NB I-95 (SR-9) ' (1) ·
'NW 2ND ST ' (1) ·
'Old Dixie Highway ' (1) ·
'SB I-95 (SR 9) ' (1) ·
'SR 80/Southern Bld' (1) ·
'SR-60 WB ' (1) ·
'SR70 EB Okeechobee' (1) ·
'Viera Blvd EB ' (1) ·
'Viera Blvd WB ' (1) ·
'WB SR 70 ' (1)
704097 (1) ·
704098 (1) ·
880090 (1) ·
890117 (1) ·
890118 (1) ·
890119 (1) ·
894038 (1) ·
930359 (1) ·
930360 (1) ·
930381 (1) ·
930419 (1) ·
930527 (1) ·
934915 (1) ·
934916 (1) ·
940119 (1) ·
940157 (1) ·
941001 (1)
'0.1 MILE WEST OF I-95 ' (1) ·
'0.3 Mi. W of SE Bosko Dr ' (1) ·
'0.6MI South of CR-714 ' (1) ·
'0.7MI N of Northlake Blvd' (1) ·
'1MI N OF CLINT MOORE RD ' (1) ·
'1MI N. of CLINT MOORE RD.' (1) ·
'1mi. west of CR-613 ' (1) ·
'2 miles west of Turnpike ' (1) ·
'2Mi West of CR-512 ' (1) ·
'3 MI NORTH OF PGA BLVD ' (1) ·
'7.0 mi. W of FL Turnpike ' (1) ·
'750FT W OF SR-7 (US-441) ' (1) ·
'N.OF PGA BLVD S.JUPITER ' (1) ·
'NB I-95 over CR 708 ' (1) ·
'SB I-95 over CR 708 ' (1) ·
'Viera Blvd EB over I-95 ' (1) ·
'Viera Blvd WB over I-95 ' (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 17 results in range #1 to #17.
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