Drilldown: bridge data
From Indian River Lagoon Project
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'BELCHER C-25 CANAL ' (1) ·
'Blue Lake Equalizer ' (1) ·
'Canal C-54 ' (1) ·
'Cnl.Trib. to Turnbull Ck' (1) ·
'Cow Creek ' (1) ·
'E-1 CANAL ' (1) ·
'HILLSBORO CANAL L-14 ' (1) ·
'INTRACOASTAL WATERWAY ' (1) ·
'Little Cow Creek ' (1) ·
'Little Haw Creek ' (1) ·
'LWDD CANAL E-1 ' (1) ·
'LWDD E-3 CANAL ' (1) ·
'MAPLE CREEK ' (1) ·
'Miller Creek ' (1) ·
'N CANAL ' (1) ·
'Nav. Banana River Canal ' (1) ·
'NORTH RELIEF CANAL ' (1) ·
'PERENNIAL CANAL ' (1) ·
'Rowland Canal ' (1) ·
'Samsula Canal ' (1) ·
'SHAWANO DRAINAGE DITCH ' (1) ·
'Sweetwater Creek ' (1) ·
'Sykes Creek ' (1) ·
'TAYLOR CREEK ' (1) ·
'Tomoka River ' (1) ·
'Trib To Turnbull Creek ' (1) ·
'Tributary to Spruce Crk ' (1) ·
'Turnbull Creek ' (1) ·
'WILLOUGHBY CREEK ' (1)
'Babcock Street ' (1) ·
'BROWNS FARM/CR-827' (1) ·
'CENTRAL PK BL S EB' (1) ·
'CENTRL PK BL S WB' (1) ·
'Cow Creek Road ' (1) ·
'CR 880 ' (1) ·
'CR5A OLD DIXIE HWY' (1) ·
'CR605 OLD DIXIE HW' (1) ·
'E. CAMINO REAL ' (1) ·
'E. Minnesota Ave. ' (1) ·
'Girard Blvd. ' (1) ·
'Hunting Camp Road ' (1) ·
'KEENE ROAD/CR-611 ' (1) ·
'LPGA Blvd ' (1) ·
'MAPP RD ' (1) ·
'Marsh Road ' (1) ·
'Maytown Road ' (1) ·
'N CENTRAL PARK BLV' (1) ·
'Old Dixie Hwy. ' (1) ·
'PARK COMMERCE BLVD' (1) ·
'PIPER'S GLEN ROAD ' (1) ·
'Richland Ave ' (1) ·
'Samsula Drive ' (1) ·
'SE ST LUCIE BLVD ' (1) ·
'Tomoka Farms Rd ' (1) ·
'Turnbull Bay Road ' (1) ·
'VANDEGRIFT-WILL RD' (1) ·
'West Farms Road ' (1) ·
'Williams Road ' (1)
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'.05 mi N of Indian Rvr Co' (1) ·
'.7 mi S of Taylor Rd ' (1) ·
'0.1 Mi North of Taylor Rd' (1) ·
'0.1 mi W of Banana Rvr Dr' (1) ·
'0.25 W of Turnbull Bay Rd' (1) ·
'0.3 MILES NORTH OF US-1 ' (1) ·
'0.4 mi S of Addison Drive' (1) ·
'0.4 mile East of SR-3 ' (1) ·
'0.4 MILE N OF SR-710 ' (1) ·
'0.4 Mile West of I-95 ' (1) ·
'0.5 MI WEST OF SR-809 ' (1) ·
'0.5Mi West of Kepler Rd. ' (1) ·
'0.6 mi North of Taylor Rd' (1) ·
'0.6 Mile South of SR-442 ' (1) ·
'0.6MI E OF US-1 ' (1) ·
'0.6MI N OF PLMTTO PARK RD' (1) ·
'0.9 mile North of CR-40A ' (1) ·
'0.9MI N OF CR-630 ' (1) ·
'1.0 mi. S of SR-44 ' (1) ·
'1.0 Mile West of SR-710 ' (1) ·
'1.1 miles North of US-92 ' (1) ·
'1.3 miles South of SR-44 ' (1) ·
'1.9 Miles West of US-1 ' (1) ·
'1.9MI S of CR-714 ' (1) ·
'1/2MI S of INDIAN ST. ' (1) ·
'1MILE E OF HATTON HWY ' (1) ·
'8.3 miles East of SR-415 ' (1) ·
'9.5 MI S OF CR-880 ' (1) ·
'At ANGLE RD(CR-607A) ' (1) ·
'AT US-441 (SR-7) ' (1) ·
'AT US-441 SR-7 ' (1) ·
'CR 880 AT SIX MILE BEND ' (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)
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 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)
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