Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
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'11th St. Canal ' (1) ·
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'0.1Mi E of Tymber Crk Rd.' (1) ·
'0.2 Mi East of US-1 ' (1) ·
'0.25 Mi E of US-1 SR-5 ' (1) ·
'0.4 Mi West of US 17-92 ' (1) ·
'0.4 Mile West of US 17-92' (1) ·
'0.8 Mile West of Nova Rd ' (1) ·
'200FT N/O Cap Diville Ave' (1) ·
'At LPGA Blvd. ' (1) ·
'At Reed Canal Road ' (1) ·
'CR-4139 over I-4 ' (1) ·
'Enterprise Rd. Over I-4 ' (1) ·
'Graves Ave over I-4 ' (1) ·
'Lake George Conservation ' (1) ·
'Orange camp Rd. over I-4 ' (1) ·
'SR-40 EB - Tomoka River ' (1) ·
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'SR-430 EB - Halifax River' (1) ·
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'SR-44 - Berrys Canal ' (1) ·
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'SR-44 WB over I-4 ' (1) ·
'SR-472 WB over I-4 ' (1) ·
'US-1 NB - Tomoka River ' (1) ·
'US-1 NB over Rose Bay ' (1) ·
'US-1 over 11th Canal ' (1) ·
'US-1 over Reed Canal ' (1) ·
'US-1 SB - Tomoka River ' (1) ·
'US-1SB - Spruce Cr. S. ' (1) ·
'US-92 EB - Halifax River ' (1) ·
'US-92 EB -Tomoka River ' (1) ·
'US-92 WB - Halifax Ri IWW' (1)
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354 (1) ·
5 (1) ·
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8150 (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 is scour critical; bridge foundations determined to be unstable for assessed or calculated scour conditions: Scour within limits of footing or piles. Scour below spread-footing base or pile tips. (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)
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2905 (1) ·
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36435 (1) ·
42508 (1) ·
428 (1) ·
49448 (1) ·
500 (1) ·
5205 (1) ·
52050 (1) ·
59858 (1) ·
6511 (1) ·
7008 (1) ·
9600 (1)
Showing below up to 31 results in range #1 to #31.