Drilldown: bridge data

16011 (1) · 16042 (1) · 16074 (1) · 16105 (1) · 16110 (1) · 19541 (1) · 19543 (1) · 19544 (1) · 19545 (1) · 19552 (1) · 19553 (1)

AM (1) · MM (1) · ST (1)

04-19 (1) · 05-03 (1) · 06-03 (1) · 12-02 (1)

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

None (1) · 24387 (1) · 58725 (1) · Fort Pierce (1)

00000 (1) · 00001 (1) · 00068 (1) · 00070 (1) · 00611 (1) · 0611B (1)

None (1)

'BELCHER C-25 CANAL ' (1) · 'CANAL C-108 ' (1) · 'CANAL E-12/E-84 ' (1) · 'FIVE MILE CREEK ' (1) · 'Header Canal ' (1) · 'Header Creek Canal ' (1) · 'Rim Ditch Canal C-24 ' (1) · 'Taylor Creek(C-25 Canal)' (1) · 'Ten Mile Creek ' (1)

None (1)

'CR-68 (Orange Ave)' (1) · 'CR611B(EDWARDS RD)' (1) · 'EB SR 70 ' (1) · 'JORGENSEN RD ' (1) · 'KEENE ROAD/CR-611 ' (1) · 'PAAR DR. ' (1) · 'SR 70 EB ' (1) · 'SR-5 (U.S. 1) ' (1) · 'SR70 EB Okeechobee' (1) · 'SR70 WB Okeechobee' (1) · 'WB SR 70 ' (1)

940009 (1) · 940070 (1) · 940119 (1) · 940136 (1) · 940154 (1) · 940156 (1) · 940157 (1) · 944014 (1) · 944015 (1) · 945252 (1) · 945257 (1)

'0.2MI S OF N MACEDO BLVD.' (1) · '1.25mi N of SR-68 ' (1) · '1.2MI W OF PORT ST. LUCIE' (1) · '1MI E of MCNEIL ROAD ' (1) · '1mi. West of CR-613 ' (1) · '3.9 MI W of FL Tpk SR 91 ' (1) · '4MI W OF FL TRNPK ' (1) · '7 MI W of FL TPK SR91 ' (1) · '7.0 mi. W of FL Turnpike ' (1) · 'At ANGLE RD(CR-607A) ' (1)

27131422 (1) · 27201582 (1) · 27220381 (1) · 27220468 (1) · 27222310 (1) · 27222475 (1) · 27233900 (1) · 27243079 (1) · 27265092 (1) · 27275800 (1) · 27281131 (1)

80195440 (1) · 80212904 (1) · 80213056 (1) · 80225738 (1) · 80232953 (1) · 80272980 (1) · 80295022 (1) · 80295034 (1) · 80295150 (1) · 80324763 (1) · 80324769 (1)

City (1) · County (1) · FDOT (1)

1948 (1) · 1961 (1) · 1984 (1) · 1985 (1) · 1986 (1) · 2000 (1) · 2002 (1) · 2007 (1) · 2008 (1)

2 (1) · 3 (1) · 4 (1)

1200 (1) · 15000 (1) · 2000 (1) · 21500 (1) · 220 (1) · 2600 (1) · 3250 (1) · 3600 (1)

2016 (1) · 2017 (1)

3rd Level Overpass · 4th Level Overpass · Highway · Highway - Pedestrian · Overpass · Other · None

Waterway (1)

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

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

10 (1) · 15 (1) · 27 (1) · 36 (1) · 41 (1) · 45 (1) · 49 (1) · 80 (1)

0 (1) · 10 (1) · 12 (1) · 13 (1) · 14 (1) · 21 (1) · 22 (1) · 8 (1)

Good (1) · N/A (1) · Very Good (1)

Good (1) · N/A (1) · Very Good (1)

Good (1) · N/A (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

N/A (1) · 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. (1)

01-17 (1) · 02-17 (1) · 11-16 (1)

1 - way (1) · 2 - way (1)

None (1) · 2004 (1) · 2009 (1)

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

1900 (1) · 250 (1) · 30000 (1) · 3470 (1) · 37303 (1) · 4454 (1) · 4510 (1) · 5639 (1)

2038 (1) · 2039 (1)

None (1)