Drilldown: bridge data
From Indian River Lagoon Project
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Use the filters below to narrow your results.
'CR 708 ' (1) ·
'CSX RR ' (1) ·
'Cypress Creek ' (1) ·
'El Rio Canal E-4 ' (1) ·
'I 95 SR 9 ' (1) ·
'Indian River ' (1) ·
'LWDD L-30 CANAL ' (1) ·
'OKEECHOBEE BLVD ' (1) ·
'S. Fork St. Lucie River ' (1) ·
'SR-91 (Fl. Tpk.) ' (1) ·
'SR-91 TPK-DRAINAGE CANAL' (1) ·
'SR-91 TPK/DRAINAGE CANAL' (1) ·
'US-17/92 ' (1)
'AUSTRALIAN AVE NB ' (1) ·
'AUSTRALIAN AVE SB ' (1) ·
'E Gateway Blvd ' (1) ·
'JOG ROAD NB ' (1) ·
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'NB 1-95 (SR-9) ' (1) ·
'NB I-95 (SR-9) ' (1) ·
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'SR-472 ' (1) ·
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'SR-76 ' (1) ·
'SR806 Atlantic Ave' (1) ·
'SW 18TH ST WB ' (1) ·
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700061 (1) ·
700170 (1) ·
790055 (1) ·
890115 (1) ·
890116 (1) ·
890117 (1) ·
890118 (1) ·
890127 (1) ·
890159 (1) ·
930069 (1) ·
930433 (1) ·
930434 (1) ·
934275 (1) ·
934276 (1) ·
934925 (1) ·
934926 (1) ·
934938 (1) ·
934939 (1)
'.25 mi East of I-95 ' (1) ·
'0.5 mile E. of US-1 ' (1) ·
'0.5MI EAST OF I-95 ' (1) ·
'0.9MI W OF POWERLINE RD ' (1) ·
'1.5 mile North of SR 804 ' (1) ·
'1.5 miles North of SR 804' (1) ·
'1.9Mi S of WOOLBRIGHT ' (1) ·
'2.5 miles North of SR-706' (1) ·
'Just W. of Congress Ave.' (1) ·
'NB I-95 over CR 708 ' (1) ·
'SB I-95 over CR 708 ' (1) ·
'SR 520 WB Indian River ' (1) ·
'SR-472 over US-17/92 ' (1) ·
'Turnpike at Stuart exit. ' (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 18 results in range #1 to #18.
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