Drilldown: bridge data

12246 (1) · 17879 (1) · 17885 (1) · 17886 (1) · 17892 (1) · 17914 (1) · 18741 (1) · 18742 (1) · 18779 (1) · 18781 (1)

MM (1) · ST (1)

04-03 (1) · 04-19 (1)

Brevard · Indian River · Martin · Palm Beach · Saint Lucie · Volusia · Other · None

Fellsmere (1) · Melbourne (1) · Micco (1) · Palm Bay (1) · Port Orange (1) · South Daytona (1)

00000 (1) · 00005 (1) · 00009 (1) · 00400 (1)

None (1)

'C-54 Canal ' (1) · 'Cambridge Canal ' (1) · 'Fellsmere Canal ' (1) · 'Reed Canal ' (1) · 'Tomoka River ' (1) · 'Turkey Creek ' (1) · Fellsmere Canal (1) · Sebastian River (1)

None (1)

'I-4 EB ' (1) · 'I-4 WB ' (1) · 'I-95 NB ' (1) · 'Lantern Park Drive' (1) · 'Port Malabar BL WB' (1) · 'Trailwood Drive ' (1) · 'US-1 ' (1) · I-95 SB (1) · US-1 (1)

700203 (1) · 700224 (1) · 700231 (1) · 700232 (1) · 700238 (1) · 705920 (1) · 790201 (1) · 790202 (1) · 796414 (1) · 796549 (1)

'0.25Mi S/O Wiltshire Blvd' (1) · '1.6 miles East of SR-507 ' (1) · 'Buffer Preserve Drive ' (1) · 'CR-4078 & Lantern Park Dr' (1) · 'I-4 EB over Tomoka River ' (1) · 'I-4 WB over Tomoka River ' (1) · 'Over Fellsmere Canal ' (1) · 'US-1 over Turkey Creek ' (1) · Over Fellsmere Canal (1) · US-1 over Sebastian River (1)

27493308 (1) · 27493323 (1) · 27493735 (1) · 27511720 (1) · 28010155 (1) · 28015978 (1) · 29060108 (1) · 29090099 (1) · 29090120 (1) · 29093020 (1)

80292802 (1) · 80332834 (1) · 80332921 (1) · 80333220 (1) · 80344732 (1) · 80354529 (1) · 80591575 (1) · 81002450 (1) · 81051410 (1) · 81051478 (1)

City (1) · County (1) · FDOT (1)

1999 (1) · 2008 (1) · 2009 (1) · 2012 (1) · 2013 (1) · 2014 (1) · 2016 (1)

2 (1) · 3 (1) · 4 (1)

19700 (1) · 200 (1) · 21000 (1) · 21382 (1) · 26500 (1) · 29000 (1) · 3029 (1) · 5975 (1)

2014 (1) · 2015 (1) · 2016 (1)

Highway (1) · Highway - Pedestrian (1)

Waterway (1)

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

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

108 (1) · 14 (1) · 300 (1) · 40 (1) · 62 (1) · 68 (1) · 77 (1) · 78 (1)

15 (1) · 16 (1) · 18 (1) · 20 (1) · 33 (1) · 37 (1) · 7 (1)

Excellent (1) · Good (1) · N/A (1) · Satisfactory (1) · Very Good (1)

Excellent (1) · Good (1) · N/A (1) · Satisfactory (1) · Very Good (1)

Excellent (1) · Good (1) · N/A (1) · Very 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) · No deficiencies (1)

03-16 (1) · 05-16 (1) · 08-16 (1) · 10-16 (1) · 11-16 (1)

1 - way (1) · 1 way (1) · 2 - way (1) · 2 way (1)

None (1)

Concrete Cast-in-Place (1) · N/A (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 assessed or calculated scour condition. Scour is determined to be within the limits of footing or piles by assessment, 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)

34180 (1) · 36435 (1) · 3665 (1) · 37098 (1) · 400 (1) · 45978 (1) · 50315 (1) · 6812 (1)

2035 (1) · 2036 (1) · 2038 (1)

None (1)