Drilldown: bridge data
From Indian River Lagoon Project
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'ATLANTIS WATERWAY ' (1) ·
'BARBARA BASIN ' (1) ·
'BELCHER CANAL C-25 ' (1) ·
'BESSEY CREEK ' (1) ·
'BRITT CANAL ' (1) ·
'C-17 CANAL ' (1) ·
'C-24 CANAL ' (1) ·
'CANAL ' (1) ·
'CANAL-1 ' (1) ·
'FIVE MILE CREEK ' (1) ·
'Hillsboro Canal ' (1) ·
'KRUEGER CREEK ' (1) ·
'L.W.D.D. #10 ' (1) ·
'L.W.D.D. #9 ' (1) ·
'LAT CANL #45(GLADES INT)' (1) ·
'LATERAL CANAL #38 ' (1) ·
'LATERAL CANAL #45 ' (1) ·
'SALERNO CREEK ' (1) ·
'SCOTTS CANAL ' (1) ·
'SUBDIVISION CANAL ' (1) ·
'Taylor Creek(C-25 Canal)' (1) ·
'TEN MILE CREEK ' (1) ·
'TIDAL CANAL ' (1)
'53RD STREET ' (1) ·
'BRITT RD ' (1) ·
'CORAL DRIVE ' (1) ·
'CR-510 WABASSO RD ' (1) ·
'CR-A1A(OCEAN BLVD)' (1) ·
'DAVIS ROAD ' (1) ·
'DIXIE HWY (A1A) ' (1) ·
'ELEVEN MILE ROAD ' (1) ·
'ISLAND DRIVE ' (1) ·
'KIRBY LOOP ROAD ' (1) ·
'MONET ROAD ' (1) ·
'MURPHY RD ' (1) ·
'ORANGE TREE DR ' (1) ·
'Private Road ' (1) ·
'PROSPERITY FARMS R' (1) ·
'SHINN RD (CR-609A)' (1) ·
'SHINN ROAD ' (1) ·
'SIMARA STREET ' (1) ·
'SR 91 TPK 79.75 ' (1) ·
'SR 91 TPK RMP 76.3' (1) ·
'SR-5 (U.S. 1) ' (1) ·
'SR91 N/S TPK 76.17' (1) ·
'SR91 N/S TPK 92.1 ' (1) ·
'TAYLOR DAIRY ROAD ' (1) ·
'TROON DR ' (1) ·
'VENICE DRIVE ' (1)
880047 (1) ·
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'0.03 MI W OF ANDREWS AVE ' (1) ·
'0.1MI N OF CLUBHOUSE BLVD' (1) ·
'0.1MI S OF OLD BOYNTON ' (1) ·
'0.25MI E OF SEWALLS PT RD' (1) ·
'0.2MI E OF PROSPERITY FM ' (1) ·
'0.3MI N of 10TH AVE N ' (1) ·
'0.3MI N OF N. LAKE BLVD. ' (1) ·
'0.4MI NW OF HIGH MEADOW ' (1) ·
'0.6MI EAST OF MCNEIL ROAD' (1) ·
'0.6MI N OF ANGLE ROAD ' (1) ·
'0.8 MI S OF SR-70 ' (1) ·
'0.8 MILE N OF 10TH AVE N ' (1) ·
'1.0 Mi E of Nob Hill Road' (1) ·
'1.1 MILES NORTH OF SR-70 ' (1) ·
'1.2 MI NO OF LANTANA RD ' (1) ·
'1.25mi N of SR-68 ' (1) ·
'100FT N ANGLE RD CR-607A ' (1) ·
'150FT S OF N CNTRY CLBDR ' (1) ·
'1Mi W of US-1 ' (1) ·
'2.0 MI SOUTH OF SR-806 ' (1) ·
'2MI E of SR-76 ' (1) ·
'3MI S of SR-70 ' (1) ·
'3MI W OF CR-615 ' (1) ·
'650FT E OF SEWALLS PT. RD' (1) ·
'AT BOCA RATON INTERCHANGE' (1) ·
'AT SALERNO ROAD AND A1A ' (1) ·
'SR-91 OVER LAT CANAL 45 ' (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 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 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 28 results in range #1 to #28.