Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
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- definition (254)
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Use the filters below to narrow your results.
'Alamana Canal ' (1) ·
'COLLIER CREEK ' (1) ·
'COLLIER WATERWAY ' (1) ·
'CR-515 & Indian River ' (1) ·
'Deep Creek ' (1) ·
'Drainage Canal ' (1) ·
'E-2-E Canal ' (1) ·
'El Rio Canal E-4 ' (1) ·
'FECRR ' (1) ·
'HILLSBORO CANAL L-14 ' (1) ·
'I 95 SR 9 ' (1) ·
'I-95 (SR-9) ' (1) ·
'Melb Tillman Canal 37 ' (1) ·
'NORTH RELIEF CANAL ' (1) ·
'SR-401 ' (1) ·
'SR-91 (FL TURNPIKE) ' (1)
'BARBER STREET ' (1) ·
'CR5A OLD DIXIE HWY' (1) ·
'EB SR 704 ' (1) ·
'ENGLAR DRIVE ' (1) ·
'FLEMING STREET ' (1) ·
'I 95 SR 9 ' (1) ·
'Malabar Rd ' (1) ·
'SE 7TH STREET ' (1) ·
'SR-415 ' (1) ·
'SR-528 WB ' (1) ·
'SR-808 (Glades Rd)' (1) ·
'SR806 Atlantic Ave' (1) ·
'ST LUCIE W BLVD WB' (1) ·
'US-1 SB ' (1) ·
'W/B S.R. 704 ' (1)
700015 (1) ·
700074 (1) ·
705953 (1) ·
790004 (1) ·
790033 (1) ·
790034 (1) ·
880062 (1) ·
885603 (1) ·
885604 (1) ·
885605 (1) ·
930032 (1) ·
930183 (1) ·
930190 (1) ·
930210 (1) ·
930319 (1) ·
935100 (1) ·
949901 (1)
'.7mi. E of Congress Ave. ' (1) ·
'0.1 mi E of Minton Rd ' (1) ·
'0.1MI W OF BAYSHORE BLVD.' (1) ·
'0.3MI N of CR 512 ' (1) ·
'0.5 MI. E OF SR-80 ' (1) ·
'0.9MI N OF CR-630 ' (1) ·
'0.9MI W OF SCHUMANN RD ' (1) ·
'1.1MI N of CR 512 ' (1) ·
'1.4 miles east of I-95 ' (1) ·
'300' E of FL Turnpike ' (1) ·
'800 ft. S of SR 704 Exit ' (1) ·
'SR-415 - Alamana Canal ' (1) ·
'SR-415 - Deep Creek ' (1) ·
'SR-528 WB - CR-515 ' (1) ·
'SR-528 WB - SR-401 ' (1) ·
'US-1 SB over FECRR ' (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 is scour critical; bridge foundations determined to be unstable for assessed or calculated scour conditions: Scour within limits of footing or piles. Scour below spread-footing base or pile tips. (1) ·
Bridge not over waterway. (1)
Showing below up to 17 results in range #1 to #17.
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