Drilldown: bridge data

12125 (1) · 12179 (1)

AM (1)

12-02 (1)

Brevard (1)

Cape Canaveral (1)

00000 · 00710 · 0076A · 00732 · 00726 · 00723 · 00722 · 00717 · 00716 · 00715 · 00714 · 00713 · 00712 · 00709 · 00786 · 00708 · 00707 · 00706 · 00704 · 00702

Other values:

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None (1)

'Sykes Creek ' (1)

None (1)

'SR-528 ' (1)

700025 (1) · 700112 (1)

'SR-528 EB - Sykes Creek ' (1) · 'SR-528 WB - Sykes Creek ' (1)

28241875 (1) · 28241941 (1)

80413925 (1) · 80413927 (1)

FDOT (1)

1963 (1) · 1970 (1)

2 (1)

12250 (1)

2016 (1)

Highway (1)

Waterway (1)

Prestressed concrete (1)

Stringer/Multi-beam/Girder (1)

37 (1)

10 (1) · 11 (1)

Good (1)

Good (1)

Good (1)

Bank and embankment protection is severely undermined. River control devices have severe damage. Large deposits of debris are in the channel. · 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. · Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and brush restrict the channel. · 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. · 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. · 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. · Bridge closed because of channel failure. Corrective action may put back in light service. · N/A · No noticeable or noteworthy deficiencies which affect the condition of the channel. · Other · None

N/A (1)

03-16 (1)

1 - way (1)

None (1) · 2002 (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) · Countermeasures have been installed to mitigate an existing problem with scour and to reduce the risk of bridge failure during a flood event. Instructions contained in a plan of action have been implemented to reduce the risk to users from a bridge failure during or immediately after a flood event. (1)

21254 (1)

2038 (1)

None (1)