Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
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Use the filters below to narrow your results.
'Belcher Canal (C-25) ' (1) ·
'Boynton Canal C16 ' (1) ·
'CANAL ' (1) ·
'CR-515 & Indian River ' (1) ·
'DRAINAGE DITCH ' (1) ·
'L.W.D.D. E-4 CANAL ' (1) ·
'LEVEE NO.8 ' (1) ·
'LWDD E-4 Canal ' (1) ·
'N RELIEF CANAL ' (1) ·
'Nova Canal ' (1) ·
'PARK LATERAL CANAL ' (1) ·
'RELIEF CANAL ' (1) ·
'Service Rd & Canal ' (1) ·
'US-1 & FECRR ' (1)
'97 TH STREET ' (1) ·
'AVENUE OF PGA ' (1) ·
'Big Tree Road ' (1) ·
'CR 613 (58TH AVE) ' (1) ·
'CR-510 WABASSO RD ' (1) ·
'HICKORY DRIVE ' (1) ·
'Kings Highway ' (1) ·
'LARCH AVE ' (1) ·
'OLD GERMANTOWN RD ' (1) ·
'Quantum Blvd. ' (1) ·
'SR-401 SB ' (1) ·
'SR-528 WB ' (1) ·
'SR-80WB (Southern)' (1) ·
'SR91 N/S TPK 153.7' (1) ·
'SR91 N/S TPK 154.3' (1) ·
'US1(SR5) ' (1)
700014 (1) ·
700015 (1) ·
700030 (1) ·
700031 (1) ·
794154 (1) ·
880044 (1) ·
884003 (1) ·
884055 (1) ·
930001 (1) ·
930407 (1) ·
934482 (1) ·
936375 (1) ·
937005 (1) ·
937006 (1) ·
937007 (1) ·
940007 (1) ·
940064 (1) ·
940110 (1)
'0.1 MI S of PGA BLVD ' (1) ·
'0.19Mi. E of Congress Ave' (1) ·
'0.1MI W OF MILITARY TRAIL' (1) ·
'0.4 MI W OF CONGRESS AVE ' (1) ·
'0.4MI N OF 49TH ST. ' (1) ·
'0.51 MI NORTH OF SR-70 ' (1) ·
'0.7 Mi N of Boynton Bch ' (1) ·
'1.2 MI NORTH OF SR-70 ' (1) ·
'1.5mi. N of SR-68 ' (1) ·
'3.2MI W OF US-1 ' (1) ·
'AT 141st ST ' (1) ·
'PUMP STA AT 20 MI BEND ' (1) ·
'SR-401 SB - Barge Canal ' (1) ·
'SR-528 WB - CR-515 ' (1) ·
'SR-528 WB - US-1 & FECRR ' (1) ·
'SR-5A - Big Tree Rd ' (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)
Deterioration or initial disintegration, minor chloride contamination, cracking with some leaching, or spalls on concrete or masonry walls and slabs. Local minor scouring at curtain walls, wingwalls or pipes. Metal culverts have a smooth curvature, non-symmetrical shape, significant corrosion or moderate pitting. (1) ·
N/A (1) ·
No noticeable or noteworthy deficiencies which affect the condition of the culvert. Insignificant scrape marks caused by drift. (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 assessed or calculated scour conditions; field review indicates action is required to protect exposed foundations (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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