Drilldown: bridge data

15243 (1) · 15259 (1) · 15646 (1) · 15746 (1) · 15845 (1) · 15883 (1) · 15943 (1) · 17898 (1)

MM (1) · ST (1)

03-03 (1) · 04-03 (1) · 04-19 (1) · 05-03 (1)

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

None (1) · Boca Raton (1) · Boynton Beach (1) · Palm Beach Gardens (1) · Valkaria (1)

00000 (1) · 00095 (1) · 00804 (1) · 00809 (1)

None (1)

'DRAINAGE DITCH ' (1) · 'E-2-W canal ' (1) · 'Goat Creek ' (1) · 'L.W.D.D L-14 CANAL ' (1) · 'LWDD C-17 CANAL ' (1) · 'LWDD E 3-1/2 CANAL ' (1) · 'LWDD E-3 CANAL ' (1)

None (1)

'Boynton Bch Blvd ' (1) · 'CENTER DR. ' (1) · 'Gradick Drive ' (1) · 'N. LAKE BLVD EB ' (1) · 'NW 13 ST ' (1) · 'SR-9(I-95) ' (1) · 'SW 18TH STREET WB ' (1)

704096 (1) · 890123 (1) · 890144 (1) · 930268 (1) · 930449 (1) · 934350 (1) · 934901 (1) · 935215 (1)

'0.03Mi E of NW 15TH AVE ' (1) · '0.2Mi. W of Valkaria Rd. ' (1) · '0.3MI E OF CONGRESS AVE ' (1) · '0.8MI EAST OF I-95 ' (1) · '2 MILES N OF CR-708 ' (1) · '2.5MI N OF INDIANTOWN RD ' (1) · 'ADJ W SIDE MILITARY TRAIL' (1) · 'BOYNTON BCH EAST OF TPK ' (1)

26195525 (1) · 26214151 (1) · 26314182 (1) · 26360890 (1) · 26482992 (1) · 26575410 (1) · 27041365 (1) · 27575403 (1)

80050894 (1) · 80051026 (1) · 80065459 (1) · 80074383 (1) · 80101941 (1) · 80102114 (1) · 80144362 (1) · 80340513 (1)

City (1) · County (1) · FDOT (1) · Town (1)

1974 (1) · 1975 (1) · 1976 (1) · 1987 (1) · 1989 (1) · 1992 (1) · 2007 (1)

2 (1) · 3 (1) · 4 (1) · 6 (1) · 7 (1)

1680 (1) · 22000 (1) · 47500 (1) · 54 (1) · 55500 (1) · 76000 (1) · 9100 (1)

2004 · 2007 · 2008 · 2010 · 2012 · 2013 · 2014 · 2015 · 2016 · 2017 · 2018 · Other · None

Highway (1) · Highway - Pedestrian (1)

Waterway (1)

Aluminum - Iron (1) · Concrete (1) · Prestressed concrete (1)

Culvert (1) · Slab (1)

15 (1) · 27 (1) · 31 (1) · 49 (1) · 6 (1) · 7 (1) · 8 (1)

0 (1) · 14 (1) · 15 (1) · 16 (1) · 25 (1)

Good (1) · N/A (1)

Good (1) · N/A (1)

Good (1) · N/A (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

Deterioration or initial disintegration, minor chloride contamination, cracking with some leaching, or spalls on concrete or masonry walls and slabs. Local minor scouring at curtain walls, wingwalls or pipes. Metal culverts have a smooth curvature, non-symmetrical shape, significant corrosion or moderate pitting. (1) · 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)

03-17 (1) · 04-16 (1) · 05-16 (1) · 07-16 (1) · 10-16 (1) · 12-16 (1)

1 - way (1) · 2 - way (1)

None (1)

Concrete Precast Panels (1) · N/A (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)

131860 (1) · 15789 (1) · 2915 (1) · 38170 (1) · 63 (1) · 82413 (1) · 96292 (1)

2035 (1) · 2037 (1) · 2038 (1)

None (1)