Drilldown: bridge data

12123 (1) · 12124 (1) · 15254 (1) · 15613 (1) · 15797 (1) · 15906 (1) · 19217 (1)

MM (1) · ST (1)

03-03 (1) · 04-03 (1) · 04-19 (1)

Brevard (1) · Martin (1) · Palm Beach (1)

None (1) · 35550 (1) · 54175 (1) · Palm Beach Gardens (1) · Royal Palm Beach village (1)

00000 (1) · 00091 (1) · 00095 (1) · 00500 (1) · 00732 (1)

None (1)

'LWDD CANAL E-1 ' (1) · 'LWDD E-1 CANAL ' (1) · 'Sawgrass Creek ' (1) · 'St Johns River Relief ' (1) · 'ST LUCIE CANAL ' (1) · 'Triple box culvert ' (1) · 'W. Relief Indian River ' (1)

None (1)

'CLINT MOORE RD ' (1) · 'I 95 SR 9 ' (1) · 'Jensen Bch. Cswy. ' (1) · 'PIONEER ROAD ' (1) · 'SR 91 TPK SB 131.0' (1) · 'US-192 EB ' (1) · 'US-192 WB ' (1)

700018 (1) · 700023 (1) · 890066 (1) · 890138 (1) · 930178 (1) · 934221 (1) · 934929 (1)

'0.5 mi. N of N Lakes Blvd' (1) · '3.7MI S/O STUART INT. ' (1) · '82FT EAST OF SR-7 ' (1) · 'AT US-441 SR-7 ' (1) · 'US-192 WB-St Johns Relief' (1) · 'US-192EB - Sawgrass Creek' (1) · 'W. of Jensen Bch. Cswy. ' (1)

26243117 (1) · 26401668 (1) · 26490150 (1) · 27070362 (1) · 27150311 (1) · 28053027 (1) · 28053192 (1)

80055250 (1) · 80120806 (1) · 80121251 (1) · 80133779 (1) · 80162980 (1) · 80454965 (1) · 80494830 (1)

31 (1) · County (1) · FDOT (1)

1957 (1) · 1966 (1) · 1967 (1) · 1978 (1) · 1987 (1) · 1990 (1)

11 (1) · 2 (1) · 3 (1) · 5 (1)

15700 (1) · 16000 (1) · 171500 (1) · 22200 (1) · 4400 (1) · 500 (1)

2014 (1) · 2016 (1) · 2017 (1)

Highway (1) · Highway - Pedestrian (1)

Waterway (1) · Waterway Relief (1)

Concrete (1) · Concrete continuous (1) · Prestressed concrete (1) · Steel (1)

Culvert (1) · Slab (1) · Stringer/Multi-beam/Girder (1)

10 (1) · 12 (1) · 17 (1) · 21 (1) · 42 (1) · 63 (1) · 838 (1)

0 (1) · 13 (1) · 14 (1) · 18 (1) · 19 (1) · 20 (1) · 34 (1)

Good (1) · N/A (1) · Satisfactory (1)

Good (1) · N/A (1) · Satisfactory (1)

Good (1) · N/A (1) · Satisfactory (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) · Shrinkage cracks, light scaling and insignificant spalling which does not expose reinforcing steel. Insignificant damage caused by drift with no misalignment and not requiring corrective action. Some minor scouring has occured near curtain walls, wingwalls or pipes. Metal culverts have a smooth symmetrical curvature with superficial corrosion and no pitting. (1)

02-17 (1) · 03-16 (1) · 03-17 (1) · 04-16 (1) · 05-16 (1) · 11-17 (1)

1 - way (1) · 2 - way (1)

None · 2005 · 1996 · 1997 · 1998 · 1999 · 2000 · 2001 · 2002 · 2003 · 2004 · 2006 · 1994 · 2007 · 2008 · 2009 · 2010 · 2011 · 2012 · 2013

Other values:

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Concrete Cast-in-Place (1) · Concrete Precast Panels (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 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 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)

27240 (1) · 27760 (1) · 297552 (1) · 38517 (1) · 600 (1) · 7634 (1)

2036 (1) · 2038 (1) · 2039 (1)

None (1)