Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
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- bridge data (1468)
- definition (254)
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Use the filters below to narrow your results.
'BOYNTON CANAL ' (1) ·
'BRITT CANAL ' (1) ·
'C-51 Canal ' (1) ·
'CANAL E-4 ' (1) ·
'E-4 Canal ' (1) ·
'HOWARD CREEK ' (1) ·
'I-4 ' (1) ·
'L-5 CANAL ' (1) ·
'LAKE WORTH ' (1) ·
'LATERAL A CANAL ' (1) ·
'LWDD E- 2W CANAL ' (1) ·
'LWDD E-2E Canal ' (1) ·
'LWDD E-3 CANAL ' (1) ·
'LWDD LAT. 38 CANAL ' (1) ·
'PARK LATERAL CANAL ' (1) ·
'S-5 Discharge Canal ' (1) ·
'Yacht Club Cut ' (1)
'101ST STREET ' (1) ·
'109TH STREET ' (1) ·
'53RD STREET ' (1) ·
'97 TH STREET ' (1) ·
'BRITT RD ' (1) ·
'CLINT MOORE RD WB ' (1) ·
'CLINT MOORE RD. WB' (1) ·
'Fifth Street ' (1) ·
'ISLAND ROAD ' (1) ·
'JOG ROAD (NB) ' (1) ·
'JOG ROAD (SB) ' (1) ·
'LE CHALET BLVD ' (1) ·
'Levee Road ' (1) ·
'LYONS ROAD ' (1) ·
'MISSION HILL ROAD ' (1) ·
'Old Boynton Road ' (1) ·
'Orange camp Rd. ' (1) ·
'Service Road ' (1) ·
'WESTMORELAND BLVD ' (1)
790211 (1) ·
795701 (1) ·
884003 (1) ·
884036 (1) ·
884063 (1) ·
884064 (1) ·
894000 (1) ·
930811 (1) ·
934271 (1) ·
934272 (1) ·
934487 (1) ·
934517 (1) ·
934913 (1) ·
934956 (1) ·
934966 (1) ·
934968 (1) ·
934981 (1) ·
935305 (1) ·
936802 (1) ·
945250 (1)
'0.1mi E of Riverside Dr ' (1) ·
'0.3MI W OF CR-507 ' (1) ·
'0.3MI WEST OF CR-507 ' (1) ·
'0.4 mi N. of SR-80 ' (1) ·
'0.4MI W of S. COUNTY ROAD' (1) ·
'0.4Mi. East of Congress A' (1) ·
'0.6MI S of SOUTHERN BLVD ' (1) ·
'0.6MI W OF US-1 ' (1) ·
'0.7MI N OF BOYNTON BH BL ' (1) ·
'0.8Mi W OF MILITARY TRAIL' (1) ·
'1.9 Mi E of US-441 ' (1) ·
'1.9 Miles East of US-441 ' (1) ·
'100FT E OF SOUTH LAKE DR ' (1) ·
'1MI N OF CLINT MOORE RD ' (1) ·
'1Mi W of US-1 ' (1) ·
'21.0 Mi North of US-27 ' (1) ·
'AT 141st ST ' (1) ·
'AT CR-615 (66TH AVE.) ' (1) ·
'Orange camp Rd. over I-4 ' (1)
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 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 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 20 results in range #1 to #20.
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