Drilldown: bridge data
From Indian River Lagoon Project
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'BOYNTON CANAL ' (1) ·
'C STANLEY WEAVER CANAL ' (1) ·
'C-17 CANAL ' (1) ·
'Cabana Colony Circle ' (1) ·
'Canal C-51 ' (1) ·
'CANAL E-4 ' (1) ·
'E-2 Canal ' (1) ·
'E-4 Canal ' (1) ·
'FL TPK SR-91 ' (1) ·
'HILLSBORO CANAL L-14 ' (1) ·
'LWDD CANAL E-1 ' (1) ·
'LWDD CANAL E-3 ' (1) ·
'LWDD E-1 CANAL ' (1) ·
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'LWDD E1 CANAL ' (1) ·
'LWDD L-5 CANAL ' (1) ·
'LWDD LAT 16 CANAL ' (1) ·
'LWDD LATERAL 14 CANAL ' (1) ·
'OKEECHOBEE BLVD ' (1) ·
'RELIEF CANAL ' (1) ·
'SFC CANAL NO 1 ' (1) ·
'SFC DIST CANAL NO 1 ' (1) ·
'SFWMD L-13 CANAL ' (1) ·
'WEST PALM BEACH CANAL ' (1) ·
'WPB CANAL C-51 ' (1)
'10TH AVE NORTH ' (1) ·
'45TH STREET ' (1) ·
'AUSTRALIAN AVE NB ' (1) ·
'BELVEDERE RD EB ' (1) ·
'BELVEDERE RD WB ' (1) ·
'CLINT MOORE RD ' (1) ·
'CONGRESS AVE ' (1) ·
'CR 880 ' (1) ·
'CR-700 ' (1) ·
'GUN CLUB RD ' (1) ·
'HAGEN RANCH ROAD ' (1) ·
'HARRIS RD ' (1) ·
'Hatton Road ' (1) ·
'Hypoluxo Rd ' (1) ·
'JOG ROAD (NB) ' (1) ·
'JOG ROAD (SB) ' (1) ·
'LAKE IDA ROAD ' (1) ·
'LAKERIDGE BLVD ' (1) ·
'LARCH AVE ' (1) ·
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'MARGINAL RD ' (1) ·
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'Old Boynton Road ' (1) ·
'Prosperity Farms R' (1) ·
'SEMINOLE DR ' (1) ·
'SUMMIT BLVD ' (1) ·
'W LAKE RD CR-717 ' (1) ·
'YAMATO RD ' (1)
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'0.1Mi S OF CR812 LANTANA ' (1) ·
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'0.2 MI SOUTH OF 45TH ST ' (1) ·
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'0.4Mi. East of Congress A' (1) ·
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'0.7MI N OF BOYNTON BH BL ' (1) ·
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'0.8Mi. N of PGA Blvd. ' (1) ·
'0.9MI S OF SR-802 ' (1) ·
'0.9MI W OF MILITARY TRAIL' (1) ·
'1 Mi. S of US-441 ' (1) ·
'1.2 Mi. East of Lyons Rd.' (1) ·
'1.8MI W OF SR-15 ' (1) ·
'1MI W OF SR 809 ' (1) ·
'500FT WEST OF I-95 ' (1) ·
'AT TEDDAR ROAD ' (1) ·
'AT US-441 SR-7 ' (1) ·
'CR 880 AT SIX MILE BEND ' (1) ·
'INT. OF CR-700 & CR-880 ' (1) ·
'South Side of US-98 ' (1)
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80413808 (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 (including piles) on dry land well above flood water elevations. (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 29 results in range #1 to #29.