Drilldown: bridge data
From Indian River Lagoon Project
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'C-51 CANAL ' (1) ·
'C. Stanley Weaver Canal ' (1) ·
'CANAL C-108 ' (1) ·
'CYPRESS CREEK ' (1) ·
'DIRT FARM ROAD ' (1) ·
'DRAINAGE CANAL ' (1) ·
'EL RIO CANAL ' (1) ·
'Indian River IWW ' (1) ·
'Jupiter Creek ' (1) ·
'KRUEGER CREEK ' (1) ·
'L-38 CANAL ' (1) ·
'Lake Gertie ' (1) ·
'LWDD E-1 CANAL ' (1) ·
'LWDD E-3 CANAL ' (1) ·
'M-1 CANAL ' (1) ·
'RCA CANAL ' (1) ·
'S Fork St. Lucie River ' (1) ·
'SR 70 ' (1) ·
'Sykes Creek ' (1) ·
'Tillman Canal ' (1) ·
'WARNER CREEK ' (1) ·
Tillman Canal (1)
'CR-880 ' (1) ·
'CR-92 WB ' (1) ·
'CR-A1A(OCEAN BLVD)' (1) ·
'DIXIE HIGHWAY ' (1) ·
'FLYING COW ROAD ' (1) ·
'Indiantown Road ' (1) ·
'JOG ROAD SB ' (1) ·
'JORGENSEN RD ' (1) ·
'LINTON BLVD. ' (1) ·
'MILITARY TR. NB ' (1) ·
'MILITARY TR. SB ' (1) ·
'Minton Road CR-509' (1) ·
'NORTH MACEDO BLVD ' (1) ·
'NW 7TH STREET ' (1) ·
'OKEECHOBEE RD WB ' (1) ·
'PALMWOOD ROAD ' (1) ·
'PIPER'S GLEN ROAD ' (1) ·
'PROS. FARMS ROAD ' (1) ·
'Sea Ray Drive ' (1) ·
'SELVITZ RD. ' (1) ·
'SPANISH ISLES BLVD' (1) ·
'SR 91 TPK SB 153.2' (1) ·
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SR-507 SB (1)
700181 (1) ·
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945254 (1)
'0.05 MI W of NW 4TH AVE ' (1) ·
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'0.2MI E OF US-441 (SR-7) ' (1) ·
'0.2MI N OF NW BAYSHORE BL' (1) ·
'0.2MI S OF N MACEDO BLVD.' (1) ·
'0.2MI W OF ROYAL P.B. BLV' (1) ·
'0.4 Mi West of US 17-92 ' (1) ·
'0.5 MI WEST OF SR-809 ' (1) ·
'0.5MI W OF NW ST JAMES DR' (1) ·
'0.7Mi N OF SR-804 ' (1) ·
'0.8Mi W of JOG/CARTER RD.' (1) ·
'1.2Mi. E of Savannah Rd. ' (1) ·
'1.9mi W of N Banana Ri Dr' (1) ·
'1MI S. OF LINTON BLVD ' (1) ·
'2.3 Mi. East of I-95 ' (1) ·
'2.4 mi S of SR-9 ' (1) ·
'2.6 MILES NORTH OF SR-709' (1) ·
'2MI E of SR-76 ' (1) ·
'4.1Mi W OF SR-80 ' (1) ·
'AT SR-80 ' (1) ·
'S SIDE OF RCA/MONET ROAD ' (1) ·
'SR-714 East of Fla. Tpk. ' (1) ·
'US-192 EB - Indian River ' (1) ·
SR-507 SB-Tillman Canal (1)
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81184073 (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 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 closed because of channel failure. Corrective action may put back in light service. (1) ·
N/A (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 condition. Scour is determined to be within the limits of footing or piles by assessment, 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 not over waterway. (1)
Showing below up to 25 results in range #1 to #25.
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