Drilldown: bridge data
From Indian River Lagoon Project
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'Belcher Canal (C-25) ' (1) ·
'BELCHER CANAL C-25 ' (1) ·
'BLIND CREEK ' (1) ·
'C-104 CANAL ' (1) ·
'C-24 CANAL ' (1) ·
'CANAL C-104 ' (1) ·
'CANAL C-108 ' (1) ·
'CANAL C-24 ' (1) ·
'CANAL-1 ' (1) ·
'COUNTY LINE CANAL C-23 ' (1) ·
'ELKCAM WATERWAY ' (1) ·
'FIVE MILE CREEK ' (1) ·
'FPL Nuc Plant Intake Cnl' (1) ·
'HOWARD CREEK ' (1) ·
'Intracoastal Waterway ' (1) ·
'MOORES CREEK ' (1) ·
'NORTH FORK ST LUCIE RVR ' (1) ·
'Relief E.of North Bridge' (1) ·
'SR-9 (I-95) ' (1) ·
'TAYLOR CREEK CANAL-1 ' (1) ·
'TEN MILE CREEK ' (1)
'53RD STREET ' (1) ·
'CARLTON RD (CR613)' (1) ·
'CR-712 (MIDWAY RD)' (1) ·
'CR603(JOHNSTON RD)' (1) ·
'CR611B(EDWARDS RD)' (1) ·
'CR611B(SELVITZ RD)' (1) ·
'DUNN ROAD ' (1) ·
'ELEVEN MILE ROAD ' (1) ·
'FLORESTA DR ' (1) ·
'Graham Road ' (1) ·
'INDIAN RIVER DRIVE' (1) ·
'JORGENSEN RD ' (1) ·
'KEEN RD (CR-611) ' (1) ·
'Kings Highway ' (1) ·
'KIRBY LOOP ROAD ' (1) ·
'NORTH 2ND STREET ' (1) ·
'NORTH MACEDO BLVD ' (1) ·
'RANGE LINERD CR609' (1) ·
'SAVONA BLVD. ' (1) ·
'SELVITZ RD. ' (1) ·
'SELVITZ ROAD ' (1) ·
'SHINN ROAD ' (1) ·
'SOUTH BEND BLVD. ' (1) ·
'SR A1A ' (1) ·
'SR-A1A ' (1) ·
'TAYLOR DAIRY ROAD ' (1) ·
'WESTMORELAND BLVD ' (1)
940004 (1) ·
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'0.1MI S of SEAWAY DR A1A ' (1) ·
'0.2 MI N OF ORANGE AVE. ' (1) ·
'0.2MI N OF NW BAYSHORE BL' (1) ·
'0.2MI S OF EDWARDS RD ' (1) ·
'0.2MI S OF FLORESTA DR ' (1) ·
'0.2MI S OF N MACEDO BLVD.' (1) ·
'0.5MI N of GATLIN BLVD. ' (1) ·
'0.5MI Nof PT ST LUCIE BLD' (1) ·
'0.5MI S of CR 712 ' (1) ·
'0.5MI S of CR-608 ' (1) ·
'0.5MI S of CR-712 ' (1) ·
'0.5MI W OF NW ST JAMES DR' (1) ·
'0.6MI EAST OF MCNEIL ROAD' (1) ·
'0.6MI N OF ANGLE ROAD ' (1) ·
'0.6MI W OF US-1 ' (1) ·
'0.8 MI S OF SR-70 ' (1) ·
'0.83 MI N FPL POWER PLANT' (1) ·
'1.5mi. N of SR-68 ' (1) ·
'100FT N ANGLE RD CR-607A ' (1) ·
'100FT N OF ANGLE ROAD ' (1) ·
'1MI E of MCNEIL ROAD ' (1) ·
'1MI W of US-1 ' (1) ·
'1mi. N of SR-70/SR-9 ' (1) ·
'2.1MI S of SR-70 ' (1) ·
'200' East of US-1(SR-5) ' (1) ·
'3MI S of SR-70 ' (1) ·
'A1A East of Ft. Pierce ' (1) ·
'ADJ TO CR-607A ANGLE RD ' (1) ·
'AT MARTIN COUNTY LINE ' (1) ·
'SR A1A FPL Nuc P Intake ' (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 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.