Drilldown: bridge data
From Indian River Lagoon Project
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'BUCCANEER CANAL ' (1) ·
'BUTTERFLY CANAL ' (1) ·
'CAMINO CANAL ' (1) ·
'E-1 Canal ' (1) ·
'E-2 East Canal ' (1) ·
'E-2 West Canal ' (1) ·
'EL RIO CANAL ' (1) ·
'El Rio Canal E-4 ' (1) ·
'FISHTAIL CANAL ' (1) ·
'GARDEN CANAL ' (1) ·
'Hidden Valley Canal C15 ' (1) ·
'I 95 SR 9 ' (1) ·
'LWDD E-1 CANAL ' (1) ·
'Military Trail & CSX RR ' (1) ·
'Palmetto Park Road ' (1) ·
'W Camino Real ' (1) ·
'W. Camino Real ' (1)
'CAMINO GARDENS BL ' (1) ·
'CAMINO GARDENS BLV' (1) ·
'CAMINO GARDENS EB ' (1) ·
'CAMINO GARDENS WB ' (1) ·
'Clint Moore Road ' (1) ·
'CYPRESS WAY ' (1) ·
'DATE PALM RD ' (1) ·
'DATE PALM ROAD ' (1) ·
'EB SR808 Glades Rd' (1) ·
'I 95 NB ' (1) ·
'I 95 SB ' (1) ·
'NEW ENGLAND BLVD ' (1) ·
'NW 7TH STREET ' (1) ·
'SR-808 (Glades Rd)' (1) ·
'SR-808 Glades Road' (1) ·
'SW 18th Street ' (1) ·
'US-1 (SR-5) ' (1) ·
'WB SR808 Glades Rd' (1)
930006 (1) ·
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'0.03Mi E of CYPRESS WAY ' (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) ·
'0.3MI S of ROYAL PALM WAY' (1) ·
'0.4 MILE S OF ROYAL PALM ' (1) ·
'0.4M S OF ROYAL PALM ' (1) ·
'1 mile N of SR 794 Yamato' (1) ·
'1.1 mi. N of Broward line' (1) ·
'1.1mil N. of Broward line' (1) ·
'1.4 miles east of I-95 ' (1) ·
'800 ft West of I 95 ' (1) ·
'Boca Raton ' (1) ·
'Glades Rd. & Turnpike ' (1) ·
'No. City Line Boca Raton ' (1) ·
'SR 808 / I 95 Interchange' (1) ·
'SR 808 I 95 Interchange ' (1) ·
'SR-808 at SR-7 Boca Raton' (1)
26192015 (1) ·
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80120012 (1) ·
80121129 (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) ·
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 25 results in range #1 to #25.
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