Drilldown: bridge data
From Indian River Lagoon Project
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15274 (1) ·
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'BOYNTON CANAL C-16 ' (1) ·
'BOYNTON CANAL C-16 ' (1) ·
'C-15 CANAL ' (1) ·
'C-51 Canal ' (1) ·
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'L-14 CANAL ' (1) ·
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'LOXAHATCHEE RIVER ' (1) ·
'LWDD C-17 CANAL ' (1) ·
'LWDD E-3 CANAL ' (1) ·
'LWDD E-4 (EL RIO) CANAL ' (1) ·
'LWDD L-2 CANAL ' (1) ·
'LWDD LAT CANAL 17 ' (1) ·
'SR-68 ' (1) ·
'SW FORK LOXAHATCHEE RVR ' (1)
'10TH AVE. NORTH ' (1) ·
'CAMINO REAL ' (1) ·
'CENTRAL BLVD ' (1) ·
'CONGRESS AVE ' (1) ·
'CONGRESS AVE NB ' (1) ·
'CR-880 ' (1) ·
'FLORESTA DR ' (1) ·
'FLORIDA MANGO RD ' (1) ·
'Haverhill Rd ' (1) ·
'HYPOLUXO RD. ' (1) ·
'JOG ROAD ' (1) ·
'JOG ROAD (NB) ' (1) ·
'LANTANA ROAD WB ' (1) ·
'LAWRENCE ROAD ' (1) ·
'N. LAKE BLVD WB ' (1) ·
'NB I-95 (S.R. 9) ' (1) ·
'NW 20TH ST WB ' (1) ·
'NW 20TH ST. EB ' (1) ·
'OLD DIXIE HWY ' (1) ·
'PALM B LAKE BVD EB' (1) ·
'PALM B LAKE BVD WB' (1) ·
'PALMETTO PK RD ' (1) ·
'PALMETTO PK RD EB ' (1) ·
'SE ISLAND WAY ROAD' (1) ·
'WALLIS ROAD ' (1)
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'0.2MI E of LOXAHATCHEE RD' (1) ·
'0.3MI N of SR-706 ' (1) ·
'0.4 MI W of US-1 ' (1) ·
'0.4MI S OF LINTON BLVD ' (1) ·
'0.5 MI W OF HAVERHILL RD ' (1) ·
'0.5MI W of N DIXIE HWY ' (1) ·
'0.5MI Nof PT ST LUCIE BLD' (1) ·
'0.5MI S OF OKEECHOBEE BLV' (1) ·
'0.5MI W of N DIXIE HIGHWY' (1) ·
'0.5MI. W OF I-95 ' (1) ·
'0.6 MI WEST OF I-95 ' (1) ·
'0.6Mi S OF CR-812 ' (1) ·
'0.6MI S of SOUTHERN BLVD ' (1) ·
'0.6Mi W OF AUSTRALIAN AVE' (1) ·
'0.7MI WEST OF US-1 ' (1) ·
'0.8 MI N of LANTANA ROAD ' (1) ·
'0.8MI E OF I-95 ' (1) ·
'0.8Mi N OF BOYNTON BCH B ' (1) ·
'0.8Mi NORTH OF CR-804 ' (1) ·
'1.1MI S OF LINTON BLVD ' (1) ·
'4.1Mi W OF SR-80 ' (1) ·
'7.7Mi W OF SR-80 ' (1) ·
'ADJ W SIDE MILITARY TRAIL' (1) ·
'Just North of SR70 on I95' (1) ·
'S of Southrn/Haverhll Int' (1)
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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) ·
N/A (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 not over waterway. (1)
10410 (1) ·
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85015 (1) ·
880 (1) ·
96292 (1) ·
98895 (1)
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