Drilldown: bridge data
From Indian River Lagoon Project
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bridge data > Status:
MM
& Width 052:
14
& 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.
'Alamana Canal ' (1) ·
'C STANLEY WEAVER CANAL ' (1) ·
'Halifax River ' (1) ·
'INTRACOASTAL WATERWAY ' (1) ·
'L.W.D.D. E-4 CANAL ' (1) ·
'Lake Gertie ' (1) ·
'Little Haw Creek ' (1) ·
'LWDD E-1 CANAL ' (1) ·
'M-2 CANAL ' (1) ·
'Middle Haw Creek ' (1) ·
'ORANGE CANAL ' (1) ·
'RIM DITCH CANAL C-24 ' (1) ·
'Sawgrass Creek ' (1) ·
'Service Rd & Canal ' (1) ·
'St Johns River Relief ' (1) ·
'Ten Mile Creek ' (1) ·
'Turkey Creek ' (1)
'Briar Creek Blvd. ' (1) ·
'CR-726 CITRUS BLVD' (1) ·
'CR-92 WB ' (1) ·
'CR708 SE BRIDGE RD' (1) ·
'HAGEN RANCH ROAD ' (1) ·
'Magnolia Avenue ' (1) ·
'OKEECHOBEE BLVD. ' (1) ·
'OLD GERMANTOWN RD ' (1) ·
'PALOMINO DRIVE ' (1) ·
'SR-40 ' (1) ·
'SR-401 NB ' (1) ·
'SR-415 ' (1) ·
'SR-46 ' (1) ·
'SR91 NB TPK 142.2 ' (1) ·
'SR91 SB TPK 142.2 ' (1) ·
'US-192 EB ' (1) ·
'WB SR-70 ' (1)
700018 (1) ·
700117 (1) ·
705500 (1) ·
790018 (1) ·
790019 (1) ·
790029 (1) ·
790034 (1) ·
794015 (1) ·
794121 (1) ·
890107 (1) ·
894029 (1) ·
934240 (1) ·
934328 (1) ·
934482 (1) ·
934950 (1) ·
940049 (1) ·
940082 (1) ·
940120 (1)
'0.1MI W OF SEM PRATT WHIT' (1) ·
'0.2 Mi East of US-1 ' (1) ·
'0.4 MI W OF CONGRESS AVE ' (1) ·
'0.4 Mi West of US 17-92 ' (1) ·
'0.6 mi S of Pt Malabar Bl' (1) ·
'0.8MI N OF BOYNTON BCH BD' (1) ·
'0.8MI N OF LAKEWORTH BLVD' (1) ·
'0.9 M E OF US-1 ON CR-708' (1) ·
'1.2MI S PORT ST LUCIE BLV' (1) ·
'1.2MI S PORT ST LUCIE RMP' (1) ·
'3.9 mi. W of FL Turnpike ' (1) ·
'5.8Mi. E of SR-710 ' (1) ·
'SR-40 - Little Haw Creek ' (1) ·
'SR-40 - Middle Haw Creek ' (1) ·
'SR-401 NB - Barge Canal ' (1) ·
'SR-415 - Alamana Canal ' (1) ·
'SR-46 - St. Johns Riv. R ' (1) ·
'US-192EB - Sawgrass Creek' (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 with "unknown" foundation that has not been evaluated for scour. Until risk can be determined, a plan of action should be developed and implemented to reduce the risk to users from abridge failure during and immediately after a flood event. (1)
Showing below up to 18 results in range #1 to #18.
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