Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
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- bridge data (1468)
- definition (254)
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Use the filters below to narrow your results.
'Bulow Creek ' (1) ·
'C-1 Canal ' (1) ·
'Canal ' (1) ·
'Crane Creek Canal L-7 ' (1) ·
'Drainage Canal ' (1) ·
'Halifax Canal Lateral ' (1) ·
'I-4 ' (1) ·
'Little Cow Creek ' (1) ·
'Reed Canal ' (1) ·
'Rose Bay Canal ' (1) ·
'Samsula Canal ' (1) ·
'Spruce Creek ' (1) ·
'SR-9 (I-95) ' (1) ·
'Trib To Turnbull Creek ' (1) ·
'Turnbull Creek (East) ' (1) ·
'Turnbull Creek (West) ' (1)
'Cow Creek Road ' (1) ·
'Fountainhead Blvd.' (1) ·
'Graham Road ' (1) ·
'Hunting Camp Road ' (1) ·
'Jackson Street ' (1) ·
'Main Street ' (1) ·
'Old Dixie Highway ' (1) ·
'Orange camp Rd. ' (1) ·
'Palm Bay Parkway ' (1) ·
'Pioneer Trail ' (1) ·
'Samsula Drive ' (1) ·
'Saul Street ' (1) ·
'Volco Road ' (1) ·
'Walter Boardman Ln' (1) ·
'Williams Road ' (1)
705603 (1) ·
705924 (1) ·
790211 (1) ·
794063 (1) ·
794118 (1) ·
794122 (1) ·
794123 (1) ·
794124 (1) ·
794126 (1) ·
794130 (1) ·
794131 (1) ·
794133 (1) ·
794184 (1) ·
794185 (1) ·
796412 (1) ·
796518 (1) ·
940100 (1)
'0.1 mi E of Wickham Road ' (1) ·
'0.2 mile East of US-1 ' (1) ·
'0.25 W of Turnbull Bay Rd' (1) ·
'0.26 Mi South of Pace Dr.' (1) ·
'0.6 Mile South of SR-442 ' (1) ·
'0.9 mi E of Old Dixie Hwy' (1) ·
'1.0 mi. S of SR-44 ' (1) ·
'1.3 miles East of CR-415 ' (1) ·
'1.3 miles South of SR-44 ' (1) ·
'1mi. N of SR-70/SR-9 ' (1) ·
'3.0 Miles West of US-1 ' (1) ·
'3.3 Miles West of US-1 ' (1) ·
'4.3 mi S of Wltr Brdmn Ln' (1) ·
'4.5 mi S of Wltr Brdmn Ln' (1) ·
'At Reed Canal Road ' (1) ·
'Canal View Blvd Intrsectn' (1) ·
'Orange camp Rd. over I-4 ' (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 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 not over waterway. (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 17 results in range #1 to #17.
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