Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
- News Link (111)
- Organization (18)
- Waterbody (27)
- bridge (13)
- bridge data (1468)
- definition (254)
- fips (487)
- repository (98)
- timeline (19)
- weblink (123)
Use the filters below to narrow your results.
'B-19 Canal / Trib 1 ' (1) ·
'Cambridge Canal ' (1) ·
'Canal C-46 ' (1) ·
'Canal C-47 ' (1) ·
'Canal C-48 ' (1) ·
'Little Haw Creek ' (1) ·
'MAIN CANAL ' (1) ·
'Melb Tillman Canal 37 ' (1) ·
'RELIEF CANAL ' (1) ·
'Rio Mar Bay ' (1) ·
'Tillman Canal ' (1) ·
'Turkey Creek ' (1) ·
'WEST PALM BEACH CANAL ' (1)
'Aviation Ave. ' (1) ·
'Bay Drive ' (1) ·
'Briar Creek Blvd. ' (1) ·
'Brittan Avenue ' (1) ·
'Caballero Ave ' (1) ·
'Eldron Blvd ' (1) ·
'Eldron Blvd. ' (1) ·
'Esplanade Avenue ' (1) ·
'LARCH AVE ' (1) ·
'Malabar Rd ' (1) ·
'MERCER AVE ' (1) ·
'NW 27TH AVE. ' (1) ·
'Old Daytona Rd ' (1) ·
'Port Malabar Bl EB' (1) ·
'River Drive ' (1) ·
'Trailwood Drive ' (1)
705500 (1) ·
705907 (1) ·
705908 (1) ·
705910 (1) ·
705913 (1) ·
705914 (1) ·
705915 (1) ·
705916 (1) ·
705917 (1) ·
705953 (1) ·
794065 (1) ·
796413 (1) ·
796414 (1) ·
885810 (1) ·
885811 (1) ·
885812 (1) ·
937007 (1) ·
937708 (1)
'0.1 mi E of Minton Rd ' (1) ·
'0.1 Mile West of A1A ' (1) ·
'0.1Mi W of Marsh Road ' (1) ·
'0.1MI W OF MILITARY TRAIL' (1) ·
'0.2 mi S of Cocoa Street ' (1) ·
'0.2 mi S of Jupiter Blvd ' (1) ·
'0.25Mi S/O Wiltshire Blvd' (1) ·
'0.4Mi. North of SR-60 ' (1) ·
'0.5 mi N of Malabar Rd. ' (1) ·
'0.5 mi N of Malabar Road ' (1) ·
'0.6 mi S of Pt Malabar Bl' (1) ·
'1.0Mi. S of Malabar Rd NE' (1) ·
'1.5 Mi S of Malabar Rd. ' (1) ·
'1.6 miles East of SR-507 ' (1) ·
'100Ft. South of Bay Drive' (1) ·
'2.0Mi. S of Malabar Rd NE' (1) ·
'200FT N/O Cap Diville Ave' (1) ·
'250FT N of BELVEDERE RD ' (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) ·
No noticeable or noteworthy deficiencies which affect the condition of the channel. (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)
Showing below up to 18 results in range #1 to #18.
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