Drilldown: bridge data
From Indian River Lagoon Project
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'14TH STREET CANAL ' (1) ·
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'C-18 Canal ' (1) ·
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'Loxahatchee River ' (1) ·
'LWDD L-14 Cnl ' (1) ·
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'SALERNO CREEK ' (1) ·
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'WARNER CREEK ' (1) ·
'WILLOUGHBY CREEK ' (1)
'BUCKSKIN TRAIL ' (1) ·
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'CR-606 Oslo Rd ' (1) ·
'CR-613 (58TH AVE.)' (1) ·
'CR-714 Indian St. ' (1) ·
'CR-726 CITRUS BLVD' (1) ·
'CR-A1A(OCEAN BLVD)' (1) ·
'CR714 PALM CITY RD' (1) ·
'CR726(CITRUS BLVD)' (1) ·
'DIXIE HWY (A1A) ' (1) ·
'Haverhill Rd ' (1) ·
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'Island Way ' (1) ·
'Lake Ida Road ' (1) ·
'LOCKS ROAD ' (1) ·
'Loxahatchee Rvr Rd' (1) ·
'MAPP RD ' (1) ·
'MURPHY RD ' (1) ·
'NORFOLK BLVD. ' (1) ·
'OUSLEY FARMS ROAD ' (1) ·
'PINE LAKE ROAD ' (1) ·
'Riverbend Park Rd ' (1) ·
'SE Ebbtide Ave. ' (1) ·
'SE ISLAND WAY ROAD' (1) ·
'SE ST LUCIE BLVD ' (1) ·
'ST LUCIE BLVD ' (1) ·
'SW GREENRIDGE LANE' (1) ·
'TROPICALIA AVE. ' (1)
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'0.1 MI West of SR-76 ' (1) ·
'0.14MI N of Indiantown Rd' (1) ·
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'0.25 Mile N of Center St.' (1) ·
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'0.5Mi N of PLMBCH CO LINE' (1) ·
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'0.6MI S of SW96 ST(CR76A)' (1) ·
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'1.1MI NW OF HIGH MEADOW ' (1) ·
'1.2 Miles East of SR-710 ' (1) ·
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'150ft. W of WILDWOOD DR ' (1) ·
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'3.6 Mi. E of SR-710 ' (1) ·
'5.8Mi. E of SR-710 ' (1) ·
'50FT. S OF 30TH STREET ' (1) ·
'At CR-613 ' (1) ·
'AT SALERNO ROAD AND A1A ' (1) ·
'At US-441 Southern Blvd ' (1)
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9500 (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)
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625 (1) ·
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7200 (1)
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