Drilldown: bridge data
From Indian River Lagoon Project
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'BESSEY CREEK ' (1) ·
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'ST LUCIE CANAL ' (1) ·
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'WARNER CREEK ' (1) ·
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'CITRUS BLVD. ' (1) ·
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'CR-714 Indian St. ' (1) ·
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'CR714 PALM CITY RD' (1) ·
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'NORFOLK BLVD. ' (1) ·
'PINE LAKE ROAD ' (1) ·
'SE Ebbtide Ave. ' (1) ·
'SE HARBOR ISLAND ' (1) ·
'SE ISLAND WAY ROAD' (1) ·
'SE ST LUCIE BLVD ' (1) ·
'SILVER FOX LANE ' (1) ·
'ST LUCIE BLVD ' (1) ·
'STAR ISLAND WAY ' (1) ·
'SW GREENRIDGE LANE' (1) ·
'TROPICALIA AVE. ' (1) ·
'West Farms Road ' (1)
890015 (1) ·
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'0.1 MI West of SR-76 ' (1) ·
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'0.1MI. E of KANNER HWY ' (1) ·
'0.2 Mi E of ANCHOR AVE. ' (1) ·
'0.2Mi E of CR-723 ' (1) ·
'0.2Mi E of GOMEZ AVE. ' (1) ·
'0.2MI E of LOXAHATCHEE RD' (1) ·
'0.2MILE S OF SW BECKER RD' (1) ·
'0.3Mi E of GOMEZ AVE. ' (1) ·
'0.4MI N of COVE ROAD ' (1) ·
'0.4MI NE OF A1A ' (1) ·
'0.4MI NW OF HIGH MEADOW ' (1) ·
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'0.6MI S of SW96 ST(CR76A)' (1) ·
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'0.9 M E OF US-1 ON CR-708' (1) ·
'1.0 Mile West of SR-710 ' (1) ·
'1.1MI NW OF HIGH MEADOW ' (1) ·
'1.2 Miles East of SR-710 ' (1) ·
'1.2Mi. E of Savannah Rd. ' (1) ·
'1.5 Mile West of SR-76 ' (1) ·
'1.7 Miles West of I-95 ' (1) ·
'1.74 Miles E of SR-710 ' (1) ·
'1.9MI S of CR-714 ' (1) ·
'1/2MI S of INDIAN ST. ' (1) ·
'1/2MI S of US-1 ' (1) ·
'150ft. W of WILDWOOD DR ' (1) ·
'1Mi W of US-1 ' (1) ·
'2.5Mi W of US-1 ' (1) ·
'2MI E of SR-76 ' (1) ·
'3.6 Mi. E of SR-710 ' (1) ·
'5.8Mi. E of SR-710 ' (1) ·
'AT SALERNO ROAD AND A1A ' (1) ·
'Indian Riverside Park ' (1)
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6761 (1) ·
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7630 (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 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)
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