Drilldown: bridge data
From Indian River Lagoon Project
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'Blue Lake Equalizer ' (1) ·
'CANAL ' (1) ·
'CANAL N. END LAKE IDA ' (1) ·
'CYPRESS CREEK #2 ' (1) ·
'EAST TURTLE CREEK ' (1) ·
'IRRIGATION DITCH #4 ' (1) ·
'LATERAL A CANAL ' (1) ·
'LATERAL A CANAL ' (1) ·
'LATERAL CANAL ' (1) ·
'LATERAL CANAL D ' (1) ·
'LATERAL CANAL D ' (1) ·
'LATERAL G CANAL ' (1) ·
'Little Haw Creek ' (1) ·
'Middle Haw Creek ' (1) ·
'NORTH RELIEF CANAL ' (1) ·
'RELIEF CANAL ' (1) ·
'RIM DITCH CANAL C-24 ' (1) ·
'Service Rd & Canal ' (1) ·
'St Johns River Relief ' (1) ·
'TAYLOR CREEK ' (1) ·
'Taylor Creek(C-25 Canal)' (1) ·
'TEN MILE CREEK ' (1) ·
'US-17/92 ' (1)
'21ST ST SW ' (1) ·
'53RD STREET ' (1) ·
'65TH ST. ' (1) ·
'74TH AVE. ' (1) ·
'90TH AVE ' (1) ·
'BEL LIDO DRIVE ' (1) ·
'CARTER RD. ' (1) ·
'COUNTY LINE RD ' (1) ·
'CR-510 WABASSO RD ' (1) ·
'CR-619 82ND AVE. ' (1) ·
'CR-632 (65TH ST.) ' (1) ·
'CR5A OLD DIXIE HWY' (1) ·
'CR605 OLD DIXIE HW' (1) ·
'CR712A (MCCARTY RD' (1) ·
'E. Minnesota Ave. ' (1) ·
'Entrnce Rd to FDOT' (1) ·
'S. LAKE DRIVE ' (1) ·
'SHINN RD (CR-609A)' (1) ·
'SR-40 ' (1) ·
'SR-401 SB ' (1) ·
'SR-46 ' (1) ·
'SR-472 ' (1) ·
'SR-5 (U.S. 1) ' (1) ·
'SR91 N/S TPK 119.1' (1) ·
'SR91 NB TPK 142.2 ' (1) ·
'US-192 WB ' (1)
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'0.3 MILES NORTH OF US-1 ' (1) ·
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'0.5Mi West of Kepler Rd. ' (1) ·
'0.7 MILE NORTH OF SR-60 ' (1) ·
'0.8MI E OF 58TH AVE. ' (1) ·
'0.9MI N OF CR-630 ' (1) ·
'1.1 MILES NORTH OF SR-70 ' (1) ·
'1.25mi N of SR-68 ' (1) ·
'1.2MI S PORT ST LUCIE RMP' (1) ·
'1.3 MI N OF PLM BCH CO LI' (1) ·
'1MI NORTH OF SR-60 ' (1) ·
'2.4MI S OF SR-60@90TH AVE' (1) ·
'2.5Mi W of US-1 ' (1) ·
'2.6MI N OF SR-60 ' (1) ·
'200FT N of NW 22ND STR ' (1) ·
'200ft. W of A1A ' (1) ·
'25FT. EAST OF 66TH AVE. ' (1) ·
'3.2MI W OF US-1 ' (1) ·
'33FT E OF CR-611 43RD AVE' (1) ·
'3MI W OF CR-615 ' (1) ·
'50ft. East of Fiske Blvd ' (1) ·
'AT 4TH STREET ' (1) ·
'AT CR-615 (66TH AVE.) ' (1) ·
'SR-40 - Little Haw Creek ' (1) ·
'SR-40 - Middle Haw Creek ' (1) ·
'SR-401 SB - Barge Canal ' (1) ·
'SR-46 - St. Johns Riv. R ' (1) ·
'SR-472 over US-17/92 ' (1) ·
'US-192 WB-St Johns Relief' (1)
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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 being eroded. River control devices and/or embankment have major damage. Trees and brush restrict the channel. (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) ·
Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. (1) ·
N/A (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 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) ·
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 30 results in range #1 to #30.