Drilldown: bridge data
From Indian River Lagoon Project
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'BRANCH OF C-44 CANAL ' (1) ·
'C-23 CANAL ' (1) ·
'CANAL ' (1) ·
'COLLIER CREEK ' (1) ·
'E-1 CANAL ' (1) ·
'E-1-E CANAL ' (1) ·
'Earman River (C-17) ' (1) ·
'EAST TURTLE CREEK ' (1) ·
'EL RIO CANAL ' (1) ·
'HILLSBORO L-14 CANAL ' (1) ·
'Intracoastal Waterway ' (1) ·
'L-10 Canal ' (1) ·
'LATERAL A CANAL ' (1) ·
'LOXAHATCHEE RIVER ' (1) ·
'MAIN CANAL ' (1) ·
'N RELIEF CANAL ' (1) ·
'PARK LATERAL CANAL ' (1) ·
'POPPELTON CREEK ' (1) ·
'RELIEF CANAL ' (1) ·
'Yacht Club Cut ' (1)
'101ST STREET ' (1) ·
'109TH STREET ' (1) ·
'97 TH STREET ' (1) ·
'BARBER STREET ' (1) ·
'BEL LIDO DRIVE ' (1) ·
'COUNTRY CLUB DRIVE' (1) ·
'COUNTY LINE RD ' (1) ·
'CR 613 (58TH AVE) ' (1) ·
'CR-508 (69TH ST.) ' (1) ·
'CR-510 WABASSO RD ' (1) ·
'CR-613 (58TH AVE.)' (1) ·
'CR714 PALM CITY RD' (1) ·
'CR726(CITRUS BLVD)' (1) ·
'EB SR706 ' (1) ·
'Fifth Street ' (1) ·
'FLEMING STREET ' (1) ·
'Levee Road ' (1) ·
'MARINA BLVD. ' (1) ·
'MURPHY RD ' (1) ·
'NW 5TH STREET ' (1) ·
'SE ISLAND WAY ROAD' (1) ·
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'0.1mi E of Riverside Dr ' (1) ·
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'0.3MI S OF SR-60 ' (1) ·
'0.3MI W OF CR-507 ' (1) ·
'0.3MI W OF OLD DIXIE HWY.' (1) ·
'0.3MI WEST OF CR-507 ' (1) ·
'0.4 MI W of SR-7 (US-441)' (1) ·
'0.4MI N OF 49TH ST. ' (1) ·
'1.1MI N of CR 512 ' (1) ·
'1.1MI NW OF HIGH MEADOW ' (1) ·
'1/2MI S of US-1 ' (1) ·
'2.5Mi W of US-1 ' (1) ·
'200ft. W of A1A ' (1) ·
'3.2MI W OF US-1 ' (1) ·
'3.6 Mi. E of SR-710 ' (1) ·
'300FT East of CR-717 ' (1) ·
'50FT E OF SR-7 (US-441) ' (1) ·
'50FT. S OF 30TH STREET ' (1) ·
'AT 141st ST ' (1) ·
'CR-615 (66TH AVE.) ' (1) ·
'Indiantown Rd./ICW ' (1) ·
'Indiantown Rd/ ICW ' (1) ·
'Just North of SR-850 ' (1)
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80545465 (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)
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)
Showing below up to 25 results in range #1 to #25.
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