Drilldown: bridge data

17896 (1) · 18779 (1) · 19231 (1) · 19458 (1) · 19462 (1) · 19463 (1)

AM · MM · ST · XX · Other · None

04-19 (1)

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

None (1) · Belle Glade (1) · Micco (1) · Port Orange (1)

00000 (1)

None (1)

'C-51 Canal ' (1) · 'Cambridge Canal ' (1) · 'L-10 Canal ' (1) · 'L-12 Canal ' (1) · 'S-135 Canal ' (1) · 'Sebastian Canal East ' (1)

None (1)

'Levee Road ' (1) · 'Park Road ' (1) · 'SW Wood St. ' (1) · 'Trailwood Drive ' (1) · 'Wilden Road ' (1)

704085 (1) · 796414 (1) · 890800 (1) · 930801 (1) · 930805 (1) · 930806 (1)

'0.1 mi W of Fleming Grant' (1) · '0.2 MI West of US-98 ' (1) · '0.25Mi S/O Wiltshire Blvd' (1) · '2.6MI W OF SEMINOLE PRATT' (1) · '300FT East of CR-717 ' (1) · '4.0 MI NW OF US-441 ' (1)

26410344 (1) · 26455204 (1) · 26484825 (1) · 27052700 (1) · 27512302 (1) · 29060108 (1)

80210453 (1) · 80295638 (1) · 80312618 (1) · 80334956 (1) · 80393900 (1) · 80591575 (1)

City (1) · County (1) · State (1)

1955 (1) · 1956 (1) · 1967 (1) · 1984 (1) · 1987 (1) · 2013 (1)

1 (1) · 2 (1)

100 (1) · 144 (1) · 200 (1) · 25 (1)

2014 (1) · 2016 (1) · 2017 (1)

Highway (1)

Waterway (1)

Concrete (1) · Prestressed concrete (1) · Wood (1)

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

12 (1) · 14 (1) · 38 (1) · 40 (1) · 46 (1) · 53 (1)

0 · 5 · 38 · 39 · 40 · 41 · 42 · 43 · 44 · 45 · 46 · 47 · 48 · 51 · 36 · 52 · 55 · 56 · 6 · 60

Other values:

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Fair (1) · Good (1) · Very Good (1)

Fair (1) · Good (1) · Very Good (1)

Good (1) · Very Good (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) · No noticeable or noteworthy deficiencies which affect the condition of the channel. (1)

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. · Large spalls, heavy scaling, wide cracks, considerable efflorescence or opened construction joint permitting loss of backfill. Considerable settlement or misalignment. Considerable scouring or erosion at curtain walls, wingwalls or pipes. Metal culverts have significant distortion and deflection throughout, extensive corrosion or deep pitting. · Moderate to major deterioration or disintegration, extensive cracking and leaching or spalls on concrete or masonry walls and slabs. Minor settlement or misalignment. Noticeable scouring or erosion at curtain walls, wingwalls or pipes. Metal culverts have significant distortion and deflection in one section, significant corrosion or deep pitting · N/A · No deficiencies · No noticeable or noteworthy deficiencies which affect the condition of the culvert. Insignificant scrape marks caused by drift. · 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. · Other

02-16 (1) · 05-16 (1) · 11-16 (1)

2 - way (1) · One lane bridge for 2 way traffic (1)

None (1) · 2012 (1)

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

150 (1) · 216 (1) · 29 (1) · 400 (1)

2034 (1) · 2036 (1) · 2038 (1) · 2039 (1)

None (1)