Drilldown: bridge data
From Indian River Lagoon Project
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15175 (1) ·
15224 (1) ·
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19517 (1)
'14TH STREET CANAL ' (1) ·
'BESSEY CREEK ' (1) ·
'BRITT CANAL ' (1) ·
'C-3 Canal ' (1) ·
'C-51 Canal ' (1) ·
'CANAL ' (1) ·
'CORAL GARDENS OUTFALL ' (1) ·
'CROOKED CREEK ' (1) ·
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'KRUEGER CREEK ' (1) ·
'LOXAHATCHEE RIV NW FORK ' (1) ·
'LWDD L-14 Cnl ' (1) ·
'MANATEE POCKET ' (1) ·
'MAPLE CREEK ' (1) ·
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'WARNER CREEK ' (1) ·
'WILLOUGHBY CREEK ' (1)
'BRITT RD ' (1) ·
'BUCKSKIN TRAIL ' (1) ·
'CR-603-IND RIV BLV' (1) ·
'CR-726 CITRUS BLVD' (1) ·
'CR-A1A(OCEAN BLVD)' (1) ·
'DIXIE HWY (A1A) ' (1) ·
'Haverhill Rd ' (1) ·
'HORSESHOE POINT RD' (1) ·
'HURON WAY ' (1) ·
'INDIAN STREET ' (1) ·
'ISLAND WAY ' (1) ·
'Lake Ida Road ' (1) ·
'LOCKS ROAD ' (1) ·
'MAPP RD ' (1) ·
'MURPHY RD ' (1) ·
'NORFOLK BLVD. ' (1) ·
'OUSLEY FARMS ROAD ' (1) ·
'PINE LAKE ROAD ' (1) ·
'SE Ebbtide Ave. ' (1) ·
'SE HARBOR ISLAND ' (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)
884054 (1) ·
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'0.1Mi E of ONTARIO DRIVE ' (1) ·
'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) ·
'0.3Mi 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) ·
'0.4MI S of Melaleuca Ln ' (1) ·
'0.5Mi N of PLMBCH CO LINE' (1) ·
'0.5Mi S of SR-710 ' (1) ·
'0.5Mi W of SR-76 ' (1) ·
'0.6MI S of SW96 ST(CR76A)' (1) ·
'0.7MI E of DIXIE HWY A1A ' (1) ·
'0.8Mi S of BRITT ROAD ' (1) ·
'1.4MI NORTH OF US-1 ' (1) ·
'1.9MI S of CR-714 ' (1) ·
'1/2MI S of INDIAN ST. ' (1) ·
'150ft. W of WILDWOOD DR ' (1) ·
'1Mi E of CR809/Military T' (1) ·
'1Mi W of US-1 ' (1) ·
'2MI E of SR-76 ' (1) ·
'5.8Mi. E of SR-710 ' (1) ·
'AT SALERNO ROAD AND A1A ' (1) ·
'At US-441 Southern Blvd ' (1)
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80310465 (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)
Showing below up to 26 results in range #1 to #26.