Drilldown: bridge data
From Indian River Lagoon Project
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'BUCCANEER CANAL ' (1) ·
'BUTTERFLY CANAL ' (1) ·
'CAMINO CANAL ' (1) ·
'EL RIO CANAL ' (1) ·
'FISHTAIL CANAL ' (1) ·
'GARDEN CANAL ' (1) ·
'I 95 SR 9 ' (1) ·
'LWDD E 3-1/2 CANAL ' (1) ·
'LWDD E-1 CANAL ' (1) ·
'LWDD E-3 CANAL ' (1) ·
'LWDD E-4 (EL RIO) CANAL ' (1) ·
'SR-91 TPK-DRAINAGE CANAL' (1) ·
'SR-91 TPK/DRAINAGE CANAL' (1)
'CAMINO GARDENS BL ' (1) ·
'CAMINO GARDENS BLV' (1) ·
'CAMINO GARDENS EB ' (1) ·
'CAMINO GARDENS WB ' (1) ·
'CAMINO REAL ' (1) ·
'Clint Moore Road ' (1) ·
'CYPRESS WAY ' (1) ·
'DATE PALM RD ' (1) ·
'DATE PALM ROAD ' (1) ·
'NEW ENGLAND BLVD ' (1) ·
'NW 13 ST ' (1) ·
'NW 20TH ST WB ' (1) ·
'NW 20TH ST. EB ' (1) ·
'NW 7TH STREET ' (1) ·
'S. VERDE TRAIL ' (1) ·
'Spanish River Blvd' (1) ·
'SW 18TH ST WB ' (1) ·
'SW 18TH ST. EB ' (1) ·
'SW 18th Street ' (1) ·
'SW 18th STREET EB ' (1) ·
'SW 18TH STREET WB ' (1) ·
'W. CAMINO REAL ' (1)
930197 (1) ·
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'0.03Mi E of CYPRESS WAY ' (1) ·
'0.03Mi E of NW 15TH AVE ' (1) ·
'0.05 MI W of NW 4TH AVE ' (1) ·
'0.1MI E of SW 9TH AVE ' (1) ·
'0.1MI E OF US-441 SR-7 ' (1) ·
'0.1MI S of CAMINO GARDEN ' (1) ·
'0.2 MILE E OF SW 9TH AVE ' (1) ·
'0.25 mi. N of County Line' (1) ·
'0.2MI S of CAMINO GARDEN ' (1) ·
'0.3MI S of ROYAL PALM WAY' (1) ·
'0.4 MI W of US-1 ' (1) ·
'0.4 MILE S OF ROYAL PALM ' (1) ·
'0.4M S OF ROYAL PALM ' (1) ·
'0.5MI W of N DIXIE HWY ' (1) ·
'0.5MI W of N DIXIE HIGHWY' (1) ·
'0.9MI W OF POWERLINE RD ' (1) ·
'1 mile N of SR 794 Yamato' (1) ·
'1.5Mi E of Military Trail' (1) ·
'ADJ W SIDE MILITARY TRAIL' (1) ·
'At S Military Trail ' (1) ·
'AT SR-809 / WCAMINOREA ' (1)
26192015 (1) ·
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80101307 (1) ·
80120012 (1)
Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. (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 24 results in range #1 to #24.
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