Drilldown: bridge data
From Indian River Lagoon Project
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bridge data > Built 027:
1972
& Channel 061:
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.
Use the filters below to narrow your results.
'AUSTRALIAN AVE SB ' (1) ·
'CRESTHAVEN BLVD ' (1) ·
'ENGLAR DRIVE ' (1) ·
'Malabar Rd ' (1) ·
'PERIWINKLE DRIVE ' (1) ·
'PONCE DE LEON ST ' (1) ·
'ROYAL PALM BCH BLV' (1) ·
'ROYAL PLM BH BL NB' (1) ·
'SANDALFOOT BLVD ' (1) ·
'SAVONA BLVD. ' (1) ·
'SR-401 NB ' (1) ·
'SW THIRD ST ' (1) ·
'Tymber Creek Road ' (1) ·
'VIA DELRAY BLVD ' (1) ·
'W. CAMINO REAL ' (1)
700117 (1) ·
704004 (1) ·
705953 (1) ·
794082 (1) ·
885601 (1) ·
885603 (1) ·
934278 (1) ·
934326 (1) ·
934402 (1) ·
934403 (1) ·
934406 (1) ·
934427 (1) ·
937350 (1) ·
937351 (1) ·
937352 (1) ·
937355 (1) ·
945256 (1)
'0.1 mi E of Minton Rd ' (1) ·
'0.1MI N OF OKEECHOBEE BLV' (1) ·
'0.3MI E OF SR-7 US-441 ' (1) ·
'0.3MI N OF OKEECHOBEE BLV' (1) ·
'0.3MI S OF 45TH STREET ' (1) ·
'0.5MI N of GATLIN BLVD. ' (1) ·
'0.5MI W OF HAVERHILL ROAD' (1) ·
'0.5MI W OF MILITARY TRAIL' (1) ·
'0.8MI N OF SR 80 ' (1) ·
'0.9MI W OF SCHUMANN RD ' (1) ·
'1.3MI N OF SR-80 ' (1) ·
'1.8MI N OF CR 510 ' (1) ·
'2.5 Miles West of CR-509 ' (1) ·
'3.0 miles North of SR-40 ' (1) ·
'At SR-7/US-441 ' (1) ·
'AT SR-809 / WCAMINOREA ' (1) ·
'SR-401 NB - Barge Canal ' (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)
Showing below up to 17 results in range #1 to #17.
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