Drilldown: bridge data

16117 (1) · 16120 (1) · 19210 (1) · 19227 (1) · 19232 (1) · 19449 (1) · 19450 (1) · 19451 (1) · 19455 (1) · 19473 (1) · 19474 (1) · 19494 (1)

MM (1) · ST (1)

04-19 (1) · 06-03 (1)

Indian River (1) · Martin (1) · Palm Beach (1) · Saint Lucie (1)

54175 (1) · 58725 (1) · Delray Beach (1) · Jupiter (1) · Palm Beach (1) · Stuart (1) · Vero Beach (1) · Wellington village (1)

00000 (1) · 00001 (1) · 00091 (1) · 00A1A (1)

None (1) · North (1)

'CANAL C-108 ' (1) · 'CANAL E-106 ' (1) · 'E-1 Canal ' (1) · 'E-2W CANAL ' (1) · 'Lake Worth Creek Canal ' (1) · 'Lake Worth Lagoon ' (1) · 'Lateral B Canal ' (1) · 'ST LUCIE CANAL ' (1) · 'St.Lucie River ' (1)

None (1)

'13th Street SW ' (1) · 'COLUMBUS DR. ' (1) · 'E/B S.R. A1A ' (1) · 'KESTOR DR ' (1) · 'NB SR 5 (US-1) ' (1) · 'SB SR 5 (US-1) ' (1) · 'SR A1A ' (1) · 'SR-91 TPK NB 131.0' (1) · 'SR91 SB OFF RP81.9' (1) · 'SR91 SB ON RP 81.9' (1) · 'Stribling Way ' (1)

884105 (1) · 890158 (1) · 891000 (1) · 930541 (1) · 930542 (1) · 930543 (1) · 930547 (1) · 931007 (1) · 931008 (1) · 934301 (1) · 945264 (1) · 945267 (1)

'.25 mi N of SR 706 ' (1) · '.3 mi N of SR 706 ' (1) · '0.1MI W of N QUICK CIRCLE' (1) · '0.2 mi E of SR5 on SRA1A ' (1) · '0.25 MI N OF ATLANTIC AVE' (1) · '0.3MI E OF DARWIN BLVD ' (1) · '03 mi N of SR 706 ' (1) · '3.7 MI S. OF STUART INT. ' (1) · '3mi East of SR5 on A1A ' (1) · 'At CR-613 (58th Ave.) ' (1) · 'StriblingWay ovr E-1canal' (1)

26272575 (1) · 26272647 (1) · 26380939 (1) · 26430558 (1) · 26561490 (1) · 26561515 (1) · 26563147 (1) · 27070395 (1) · 27115581 (1) · 27124842 (1) · 27130073 (1) · 27344850 (1)

80023637 (1) · 80045783 (1) · 80045820 (1) · 80050309 (1) · 80103398 (1) · 80103466 (1) · 80121322 (1) · 80122859 (1) · 80162916 (1) · 80205945 (1) · 80213453 (1) · 80264970 (1)

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

1984 (1) · 2001 (1) · 2002 (1) · 2003 (1) · 2006 (1) · 2012 (1) · 2015 (1) · 2016 (1)

1 (1) · 2 (1) · 3 (1) · 4 (1) · 5 (1)

101 (1) · 110 (1) · 120 (1) · 12500 (1) · 22200 (1) · 22600 (1) · 3200 (1) · 5500 (1) · 7300 (1) · 9450 (1)

2017 (1)

Highway (1) · Highway - Pedestrian (1)

Waterway (1)

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

Movable - Bascule (1) · Segmental box girder (1) · Slab (1) · Stringer/Multi-beam/Girder (1)

11 (1) · 14 (1) · 24 (1) · 29 (1) · 516 (1) · 69 (1) · 909 (1) · 911 (1)

11 (1) · 12 (1) · 13 (1) · 14 (1) · 15 (1) · 18 (1) · 21 (1) · 28 (1) · 31 (1) · 9 (1)

Excellent (1) · Good (1) · Very Good (1)

Excellent (1) · Good (1) · Very Good (1)

Excellent (1) · Good (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

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

01-17 (1) · 02-17 (1) · 03-17 (1) · 06-17 (1) · 09-17 (1) · 10-17 (1) · 11-17 (1)

1 - way (1) · 2 - way (1)

None (1)

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

12666 (1) · 16396 (1) · 174 (1) · 21688 (1) · 33600 (1) · 38517 (1) · 5500 (1) · 5552 (1)

None · 2023 · 2032 · 2033 · 2034 · 2035 · 2036 · 2037 · 2038 · 2039 · 2040 · Other

None (1) · 17 (1)