Drilldown: bridge data
From Indian River Lagoon Project
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'S-5 Discharge Canal ' (1) ·
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'US 98-SR 80-WPB Canal ' (1) ·
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'101ST STREET ' (1) ·
'109TH STREET ' (1) ·
'27th Street ' (1) ·
'53RD STREET ' (1) ·
'57th Street ' (1) ·
'65TH ST. ' (1) ·
'8TH ST. CR-612 ' (1) ·
'97 TH STREET ' (1) ·
'BRITT RD ' (1) ·
'CAMINO REAL ' (1) ·
'CONGRESS AVE ' (1) ·
'Fifth Street ' (1) ·
'FOREST HILL BLVD. ' (1) ·
'Hypoluxo Rd ' (1) ·
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'Lake Worth Road ' (1) ·
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'Melaleuca Lane ' (1) ·
'MISSION HILL ROAD ' (1) ·
'NW 13 ST ' (1) ·
'PALMETTO PK RD ' (1) ·
'PROS. FARMS ROAD ' (1) ·
'SEACREST BLVD. ' (1) ·
'Service Road ' (1) ·
'SR-15 Main St. ' (1) ·
'SR-507 ' (1) ·
'SR-808 (Glades Rd)' (1) ·
'SR-91TPK NBSB 97.4' (1) ·
'SUMMIT BLVD ' (1)
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'0.03Mi E of NW 15TH AVE ' (1) ·
'0.1mi E of Riverside Dr ' (1) ·
'0.3MI E OF CONGRESS ' (1) ·
'0.3MI W OF CR-507 ' (1) ·
'0.3MI WEST OF CR-507 ' (1) ·
'0.4 mi N. of SR-80 ' (1) ·
'0.4 MI W of US-1 ' (1) ·
'0.4MI W OF HAVERHILL BLVD' (1) ·
'0.4MI W of S. COUNTY ROAD' (1) ·
'0.6Mi NORTH OF SR-804 ' (1) ·
'0.7MI S OF 45TH STREET ' (1) ·
'1.1 MI E OF JOG ROAD ' (1) ·
'1.1Mi W of Miltiary Trail' (1) ·
'1.2 Mi. East of Lyons Rd.' (1) ·
'100FT E OF SOUTH LAKE DR ' (1) ·
'130ft. S of Aviation Blvd' (1) ·
'1Mi W of US-1 ' (1) ·
'21.0 Mi North of US-27 ' (1) ·
'25FT. EAST OF 66TH AVE. ' (1) ·
'4.3 MI NORTH OF SR-802 ' (1) ·
'ADJ W SIDE MILITARY TRAIL' (1) ·
'AT 141st ST ' (1) ·
'AT 74TH AVE. ' (1) ·
'AT CR-615 (66TH AVE.) ' (1) ·
'At East Canal St. ' (1) ·
'AT SOUTHERN/FORESTHILINTR' (1) ·
'Lake Worth Rd at FL Trnpk' (1) ·
'Lake Worth Rd. at SR-7 ' (1) ·
'S SIDE OF RCA/MONET ROAD ' (1) ·
'SR-507 over Crane Creek ' (1) ·
'SR-808 at SR-7 Boca Raton' (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 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 (including piles) on dry land well above flood water elevations. (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 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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Showing below up to 32 results in range #1 to #32.