Drilldown: bridge data

12207 (1) · 15143 (1) · 15145 (1) · 15146 (1) · 15147 (1) · 15150 (1) · 15151 (1) · 15152 (1) · 15176 (1) · 19163 (1) · 19164 (1) · 19453 (1)

AM (1) · MM (1) · ST (1)

03-03 (1) · 04-03 (1) · 04-19 (1) · 05-03 (1) · 12-02 (1)

Brevard (1) · Indian River (1) · Palm Beach (1)

None (1) · 55385 (1) · 74625 (1) · Fellsmere (1) · Riviera Beach (1)

00091 (1) · 00404 (1) · 00510 (1) · 00613 (1) · 00A1A (1)

None (1)

'Banana River Relief East' (1) · 'Indian River Relief ' (1) · 'Lake Worth Relief ' (1) · 'N RELIEF CANAL ' (1) · 'OUTFALL CANAL ' (1) · 'OUTFALL SLOUGH ' (1)

None (1)

'Blue Heron Blvd ' (1) · 'CR 613 (58TH AVE) ' (1) · 'SR-404 EB ' (1) · 'SR510 Wabasso Road' (1) · 'SR91 NB TPK 175.4 ' (1) · 'SR91 NB TPK 178.03' (1) · 'SR91 NB TPK 180.16' (1) · 'SR91 NB TPK 189.1 ' (1) · 'SR91 SB TPK 175.4 ' (1) · 'SR91 SB TPK 178.03' (1) · 'SR91 SB TPK 180.16' (1) · 'SR91 SB TPK 189.1 ' (1)

700148 (1) · 880052 (1) · 880057 (1) · 880058 (1) · 880059 (1) · 880060 (1) · 880065 (1) · 880066 (1) · 880067 (1) · 880068 (1) · 884055 (1) · 930545 (1)

'0.4MI N OF 49TH ST. ' (1) · '0.5Mi East of US-1 ' (1) · '1.4 MI S OF OSCEOLA CNTY ' (1) · '1.8 MI N OF ST LUCIE CNTY' (1) · '13 MI S OF SR 60 ' (1) · '13 MI SOUTH OF SR 60 ' (1) · '15 MI S OF SR 60 ' (1) · '15 MI SOUTH OF SR 60 ' (1) · 'SR-404 EB-Banana River ' (1) · 'SR-A1A East of ICWW ' (1)

26470126 (1) · 27333342 (1) · 27333344 (1) · 27333350 (1) · 27333412 (1) · 27333414 (1) · 27333415 (1) · 27385917 (1) · 27385953 (1) · 27413662 (1) · 27451178 (1) · 28124312 (1)

80022352 (1) · 80254429 (1) · 80264603 (1) · 80371385 (1) · 80410794 (1) · 80410799 (1) · 80434234 (1) · 80434242 (1) · 80454646 (1) · 80454647 (1) · 80513039 (1) · 80513106 (1)

31 (1) · County (1) · FDOT (1)

1962 (1) · 1963 (1) · 1964 (1) · 1967 (1) · 1971 (1) · 1988 (1) · 2011 (1)

2 (1) · 4 (1)

13300 (1) · 15300 (1) · 16250 (1) · 21000 (1) · 7473 (1)

2016 (1) · 2017 (1)

Highway (1) · Highway - Pedestrian (1)

Highway · Highway - Waterway · Highway-railroad · Highway-waterway-railroad · Other · Railroad · Railroad-waterway · Waterway · Waterway Relief · Other · None

Concrete continuous (1) · Prestressed concrete (1)

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

25 (1) · 34 (1) · 43 (1) · 60 (1) · 61 (1) · 90 (1) · 92 (1)

12 (1) · 13 (1) · 14 (1) · 29 (1)

Fair (1) · Good (1) · Satisfactory (1)

Fair (1) · Good (1) · Satisfactory (1)

Good (1) · Satisfactory (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

01-18 (1) · 08-17 (1) · 10-17 (1) · 11-17 (1)

1 - way (1) · 2 - way (1)

None (1) · 1989 (1) · 1990 (1)

Concrete Cast-in-Place (1) · Concrete Precast Panels (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) · Countermeasures have been installed to mitigate an existing problem with scour and to reduce the risk of bridge failure during a flood event. Instructions contained in a plan of action have been implemented to reduce the risk to users from a bridge failure during or immediately after a flood event. (1)

12966 (1) · 23076 (1) · 26546 (1) · 28194 (1) · 36435 (1)

2038 (1) · 2039 (1)

None (1)