Drilldown: bridge data
From Indian River Lagoon Project
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Use the filters below to narrow your results.
'CANAL L-20 ' (1) ·
'CR-515 & Indian River ' (1) ·
'CR709 GLADES RD & FEC RR' (1) ·
'Drainage Canal ' (1) ·
'E-1 Canal ' (1) ·
'E-2-E Canal ' (1) ·
'E-3 Canal ' (1) ·
'HILLSBORO L-14 CANAL ' (1) ·
'I 95 SR 9 ' (1) ·
'I-95 (SR-9) ' (1) ·
'Melb Tillman Canal 37 ' (1) ·
'SALERNO CREEK ' (1) ·
'SR-401 ' (1)
'DIXIE HWY (A1A) ' (1) ·
'DUDA ROAD ' (1) ·
'EB SR 704 ' (1) ·
'Forest Hill Blvd. ' (1) ·
'I 95 SR 9 ' (1) ·
'Malabar Rd ' (1) ·
'SR-528 WB ' (1) ·
'SR-808 (Glades Rd)' (1) ·
'SR806 Atlantic Ave' (1) ·
'SR91 NB TPK 158.6 ' (1) ·
'SR91 SB TPK 150.7 ' (1) ·
'SR91 SB TPK 158.6 ' (1) ·
'W/B S.R. 704 ' (1)
700015 (1) ·
700074 (1) ·
705953 (1) ·
894041 (1) ·
930032 (1) ·
930183 (1) ·
930190 (1) ·
930210 (1) ·
930401 (1) ·
934329 (1) ·
934519 (1) ·
940058 (1) ·
940083 (1) ·
940951 (1)
'.7mi. E of Congress Ave. ' (1) ·
'0.1 mi E of Minton Rd ' (1) ·
'1.5mi E of Jog Rd. ' (1) ·
'2.5 MI NORTH OF SR-68 ' (1) ·
'2.53 MI NORTH OF SR-68 ' (1) ·
'2.6 MI SOUTH OF SR-70 ' (1) ·
'300' E of FL Turnpike ' (1) ·
'800 ft. S of SR 704 Exit ' (1) ·
'ADJ. TO N. SIDE OF SR-880' (1) ·
'AT SALERNO ROAD AND A1A ' (1) ·
'SR-528 WB - CR-515 ' (1) ·
'SR-528 WB - SR-401 ' (1) ·
'SR-808 at SR-7 Boca Raton' (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) ·
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 14 results in range #1 to #14.