Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
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- definition (254)
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Use the filters below to narrow your results.
ObjectID:
'BUCCANEER CANAL ' (1) ·
'BUTTERFLY CANAL ' (1) ·
'C-24 Canal ' (1) ·
'CAMINO CANAL ' (1) ·
'CANAL ' (1) ·
'Canal C-46 ' (1) ·
'Canal C-47 ' (1) ·
'Canal C-48 ' (1) ·
'E-3 CANAL ' (1) ·
'EARMAN RIVER CANAL C-17 ' (1) ·
'EL RIO (E-4) CANAL ' (1) ·
'EL RIO CANAL ' (1) ·
'FISHTAIL CANAL ' (1) ·
'GARDEN CANAL ' (1) ·
'HUNGERFORD CANAL ' (1) ·
'Konomac Canal ' (1) ·
'L.W.D.D. E-4 CANAL ' (1) ·
'Little Haw Creek ' (1) ·
'LWDD E-4 CANAL ' (1) ·
'Melb Tillman Canal 37 ' (1) ·
'Moore's Creek ' (1) ·
'N Fork Loxahatchee River' (1) ·
'RELIEF CANAL ' (1) ·
'Tillman Canal ' (1) ·
'Turkey Creek ' (1)
'ALLAMANDA BLVD. ' (1) ·
'AUDUBON BLVD. ' (1) ·
'AVENUE OF PGA ' (1) ·
'Aviation Ave. ' (1) ·
'BISCAYNE DRIVE ' (1) ·
'Briar Creek Blvd. ' (1) ·
'Brittan Avenue ' (1) ·
'Caballero Ave ' (1) ·
'CAMINO GARDENS BL ' (1) ·
'CAMINO GARDENS BLV' (1) ·
'CAMINO GARDENS EB ' (1) ·
'CAMINO GARDENS WB ' (1) ·
'Crosstown Parkway ' (1) ·
'CYPRESS WAY ' (1) ·
'DATE PALM RD ' (1) ·
'DATE PALM ROAD ' (1) ·
'Dundas Court ' (1) ·
'Eldron Blvd ' (1) ·
'Eldron Blvd. ' (1) ·
'Fort Florida Road ' (1) ·
'HICKORY DRIVE ' (1) ·
'HIGHLAND GOLF CRSE' (1) ·
'HOLLY DRIVE ' (1) ·
'INLET CAY DR. ' (1) ·
'KELLER ROAD ' (1) ·
'LOWSON BOULEVARD ' (1) ·
'MAC ARTHUR BLVD ' (1) ·
'Malabar Rd ' (1) ·
'North 14th Street ' (1) ·
'North 9th Street ' (1) ·
'NW 7TH STREET ' (1) ·
'Old Daytona Rd ' (1) ·
'OLD GERMANTOWN RD ' (1) ·
'Port Malabar Bl EB' (1) ·
'Quantum Blvd. ' (1) ·
'SABLE ISLAND DRIVE' (1) ·
'TEQUESTA DRIVE ' (1)
Number 008:
'.2MI E OF HOMEWOOD ROAD ' (1) ·
'0.03Mi E of CYPRESS WAY ' (1) ·
'0.04Mi W OF A1A ' (1) ·
'0.05 MI W of NW 4TH AVE ' (1) ·
'0.1 mi E of Minton Rd ' (1) ·
'0.1 MI S of LIGHTHOUSE DR' (1) ·
'0.1 MI S of PGA BLVD ' (1) ·
'0.1 Miles S. of Ave. D ' (1) ·
'0.10 MI S of BURNS ROAD ' (1) ·
'0.19Mi. E of Congress Ave' (1) ·
'0.1MI E of SW 9TH AVE ' (1) ·
'0.1MI S of CAMINO GARDEN ' (1) ·
'0.1Mi W of Marsh Road ' (1) ·
'0.2 mi S of Cocoa Street ' (1) ·
'0.2 mi S of Jupiter Blvd ' (1) ·
'0.2 MI W OF A1A ' (1) ·
'0.2 MI W of CONGRESS AVE ' (1) ·
'0.2 MI W of I-95 ' (1) ·
'0.2 MI W OF LINDELL BLVD ' (1) ·
'0.2 MILE E OF SW 9TH AVE ' (1) ·
'0.26 Miles North of CR-68' (1) ·
'0.3 Miles North of CR-68 ' (1) ·
'0.3MI S of ROYAL PALM WAY' (1) ·
'0.3Mi W of Alt-A1A/SR-811' (1) ·
'0.4 MI W OF CONGRESS AVE ' (1) ·
'0.4 MILE S OF ROYAL PALM ' (1) ·
'0.4M S OF ROYAL PALM ' (1) ·
'0.5 mi N of Malabar Rd. ' (1) ·
'0.5 mi N of Malabar Road ' (1) ·
'0.5 MI W OF HAVERHILL RD ' (1) ·
'0.6 mi S of Pt Malabar Bl' (1) ·
'0.7 Mi. West of I-95 ' (1) ·
'1.0Mi. S of Malabar Rd NE' (1) ·
'1.2MI. W of US-1 ' (1) ·
'1.5 Mi S of Malabar Rd. ' (1) ·
'1.6 miles East of SR-507 ' (1) ·
'2.0Mi. S of Malabar Rd NE' (1) ·
'2.2 mi West of US-17/92 ' (1)
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9188 (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)
Bridge foundations determined to be stable for assessed or calculated scour condition. Scour is determined to be within the limits of footing or piles (Example B) by assessment (i.e.,bridge foundations are on rock formations that have been determined to resist scour within the service life of the bridge), by calculations or by installation of properly designed countermeasures (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 with "unknown" foundation that has not been evaluated for scour. Until risk can be determined, a plan of action should be developed and implemented to reduce the risk to users from abridge failure during and immediately after a flood event. (1)
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763 (1) ·
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828 (1)
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