Drilldown: bridge data

13801 (1) · 13814 (1) · 17897 (1) · 17904 (1) · 17908 (1) · 17909 (1) · 17917 (1) · 19558 (1) · 19559 (1) · 19560 (1) · 19561 (1)

AM (1) · MM (1) · ST (1)

04-19 (1) · 05-03 (1) · 06-03 (1)

Brevard (1) · Saint Lucie (1) · Volusia (1)

None (1) · Cocoa (1) · Fort Pierce (1) · Palm Bay (1) · Port Orange (1) · Valkaria (1)

00000 (1) · 0005A (1)

None (1)

'B-19 Canal ' (1) · 'C-59 Canal ' (1) · 'Canal ' (1) · 'Goat Creek ' (1) · 'Horse Creek ' (1) · 'Moore's Creek ' (1) · 'Moores Creek ' (1) · 'Nova Canal ' (1) · 'Pluckebaum Canal ' (1)

None (1)

'8th Street N ' (1) · 'Big Tree Road ' (1) · 'Croton Road ' (1) · 'Dundas Court ' (1) · 'North 14th Street ' (1) · 'North 9th Street ' (1) · 'Pace Drive ' (1) · 'Range Rd ' (1) · 'S. Burnett Rd ' (1) · 'Valkaria Road ' (1) · 'Willow Run Blvd. ' (1)

704095 (1) · 704102 (1) · 704193 (1) · 704194 (1) · 705925 (1) · 794154 (1) · 796401 (1) · 945013 (1) · 945014 (1) · 945015 (1) · 945016 (1)

'.2mi W of Clyde Morris Bl' (1) · '0.1 Miles S. of Ave. D ' (1) · '0.26 Miles North of CR-68' (1) · '0.3 Mi N of Orange Ave. ' (1) · '0.3 Miles North of CR-68 ' (1) · '0.75 Mi. South of SR-520 ' (1) · '1.7 Miles N of Aurora Rd.' (1) · '2 Mi West of Jupiter Blvd' (1) · '2.5 Miles West of US-1 ' (1) · 'At Pluckebaum Rd ' (1) · 'SR-5A - Big Tree Rd ' (1)

27270340 (1) · 27270500 (1) · 27270541 (1) · 27571293 (1) · 28010030 (1) · 28094049 (1) · 28204418 (1) · 28204423 (1) · 29073249 (1) · 29095834 (1)

80195034 (1) · 80195420 (1) · 80195680 (1) · 80201790 (1) · 80342637 (1) · 80391970 (1) · 80434410 (1) · 80461784 (1) · 80464729 (1) · 81012484 (1) · 81014619 (1)

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

1988 (1) · 1990 (1) · 2003 (1) · 2009 (1) · 2011 (1) · 2012 (1) · 2013 (1)

2 (1) · 3 (1)

100 (1) · 120 (1) · 1200 (1) · 13500 (1) · 1400 (1) · 1500 (1) · 2171 (1) · 500 (1) · 8198 (1) · 8325 (1) · 9633 (1)

2014 (1) · 2016 (1) · 2017 (1)

Highway (1) · Highway - Pedestrian (1)

Waterway (1)

Concrete (1) · Prestressed concrete (1)

Culvert (1)

10 (1) · 13 (1) · 7 (1) · 8 (1) · 9 (1)

0 (1)

N/A (1)

N/A (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

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) · 06-16 (1) · 07-17 (1) · 09-17 (1) · 11-17 (1) · 12-16 (1)

2 - way (1)

None (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)

10073 (1) · 11174 (1) · 144 (1) · 1440 (1) · 200 (1) · 2256 (1) · 23422 (1) · 2603 (1) · 2741 (1) · 521 (1) · 9475 (1)

2034 (1) · 2035 (1) · 2038 (1) · 2039 (1)

None (1)