Drilldown: bridge data
From Indian River Lagoon Project
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15281 (1) ·
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'CAMINO CANAL ' (1) ·
'DANFORTH CREEK ' (1) ·
'E-1 CANAL ' (1) ·
'E-3 CANAL ' (1) ·
'El Rio Canal ' (1) ·
'GARDEN CANAL ' (1) ·
'Lateral C Canal ' (1) ·
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'LWDD E- 2W CANAL ' (1) ·
'LWDD E-2E Canal ' (1) ·
'LWDD E-2W CANAL ' (1) ·
'LWDD E-3 CANAL ' (1) ·
'LWDD E-4 (EL RIO) CANAL ' (1) ·
'LWDD E-4 CANAL ' (1) ·
'LWDD E1 CANAL ' (1) ·
'QUAIL COVEY ROAD ' (1) ·
'SALERNO CREEK ' (1) ·
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'53rd Street ' (1) ·
'CAMINO GARDENS BL ' (1) ·
'CAMINO GARDENS BLV' (1) ·
'CLINT MOORE RD EB ' (1) ·
'CLINT MOORE RD WB ' (1) ·
'CLINT MOORE RD. EB' (1) ·
'CLINT MOORE RD. WB' (1) ·
'CYPRESS WAY ' (1) ·
'DIXIE HWY (A1A) ' (1) ·
'EB Lake Worth Rd. ' (1) ·
'INDIANTOWN RD. ' (1) ·
'MAPP ROAD ' (1) ·
'N CENTRAL PARK BLV' (1) ·
'NW 20TH ST WB ' (1) ·
'NW 20TH ST. EB ' (1) ·
'Oslo Rd (CR-606) ' (1) ·
'PALMETTO PARK RD. ' (1) ·
'Spanish River Blvd' (1) ·
'SW 15TH AVE ' (1) ·
'VIA DELRAY BLVD ' (1) ·
'WB Lake Worth Rd. ' (1) ·
'Woolbright Road EB' (1) ·
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'YAMATO RD ' (1)
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'0.1 MILE NORTH OF SR-714 ' (1) ·
'0.1MI E of SW 9TH AVE ' (1) ·
'0.1MI S of CAMINO GARDEN ' (1) ·
'0.2 MILE E OF SW 9TH AVE ' (1) ·
'0.2MI S of CAMINO GARDEN ' (1) ·
'0.2MI W OF I-95 ' (1) ·
'0.3MI E of SR-7 (US-441) ' (1) ·
'0.5MI W of N DIXIE HWY ' (1) ·
'0.5MI W OF MILITARY TRAIL' (1) ·
'0.5MI W of N DIXIE HIGHWY' (1) ·
'0.6MI N OF PLMTTO PARK RD' (1) ·
'0.7MI W OF CONGRESS AVE ' (1) ·
'0.7MI W OF CONGRESS AVE.' (1) ·
'0.9 MILES WEST OF TPK ' (1) ·
'1 Mile East of Jog Rd. ' (1) ·
'1.5Mi E of Military Trail' (1) ·
'1.6 Miles East of 58th Av' (1) ·
'1.9 Mi E of US-441 ' (1) ·
'1.9 Mile E of US441 ' (1) ·
'1.9 Miles East of US-441 ' (1) ·
'1mi. east of Jog Rd. ' (1) ·
'At CR-611 - 43rd Ave ' (1) ·
'AT SALERNO ROAD AND A1A ' (1) ·
'PALMETTO PK RD US-441 SR7' (1)
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80254958 (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) ·
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)
Showing below up to 26 results in range #1 to #26.
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