Drilldown: bridge data

From Indian River Lagoon Project
bridge data > Owner 022: FDOT & Channel 061 : N/A or No noticeable or noteworthy deficiencies which affect the condition of the channel.

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ObjectID:
 
Status:
AM (1) · MM (1) · ST (1)
Date:
03-03 (1) · 04-03 (1) · 04-19 (1) · 06-03 (1) · 12-02 (1)
County 003:
Brevard (1) · Indian River (1) · Martin (1) · Palm Beach (1) · Saint Lucie (1) · Volusia (1)
Place 004:
Route 005d:
00000 (1) · 00001 (1) · 00005 (1) · 00009 (1) · 00040 (1) · 00044 (1) · 00076 (1) · 00080 (1) · 00095 (1) · 00098 (1) · 00400 (1) · 00404 (1) · 00405 (1) · 00472 (1) · 00507 (1) · 00519 (1) · 00528 (1) · 00606 (1) · 00704 (1) · 00706 (1) · 00710 (1) · 00714 (1) · 00716 (1) · 0076A (1) · 00786 (1) · 00804 (1) · 00807 (1) · 00808 (1) · 00811 (1) · 00812 (1) · 00A1A (1)
Direction 005e:
None (1) · North (1) · South (1)
Features 006a:
Critical 006b:
None (1)
Facility 007:
Number 008:
 
Location 009:
Latitude 016:
 
Longitude 017:
 
Owner 022: (Click arrow to add another value)
Built 027:
Lanes 028a:
1 (1) · 10 (1) · 11 (1) · 12 (1) · 13 (1) · 2 (1) · 3 (1) · 4 (1) · 5 (1) · 6 (1) · 7 (1) · 8 (1)
Traffic 029:
Traffic Year 030:
2004 (1) · 2007 (1) · 2008 (1) · 2012 (1) · 2013 (1) · 2014 (1) · 2015 (1) · 2016 (1) · 2017 (1)
Service On 042a:
3rd Level Overpass (1) · Highway (1) · Highway - Pedestrian (1) · Overpass (1)
Service Under 042b:
Highway (1) · Highway - Waterway (1) · Highway-railroad (1) · Highway-waterway-railroad (1) · Other (1) · Railroad (1) · Railroad-waterway (1) · Waterway (1)
Kind 043a:
Concrete (1) · Concrete continuous (1) · Prestressed concrete (1) · Prestressed concrete continuous (1) · Steel (1) · Steel continuous (1)
Type 043b:
6 (1) · Culvert (1) · Movable - Bascule (1) · Segmental box girder (1) · Slab (1) · Stringer/Multi-beam/Girder (1) · Tee beam (1)
Length 049:
Width 052:
0 (1) · 10 (1) · 11 (1) · 12 (1) · 13 (1) · 14 (1) · 15 (1) · 16 (1) · 17 (1) · 18 (1) · 19 (1) · 20 (1) · 21 (1) · 22 (1) · 23 (1) · 24 (1) · 26 (1) · 27 (1) · 28 (1) · 29 (1) · 30 (1) · 31 (1) · 32 (1) · 33 (1) · 34 (1) · 35 (1) · 37 (1) · 38 (1) · 39 (1) · 40 (1) · 41 (1) · 46 (1) · 56 (1) · 60 (1) · 63 (1) · 67 (1) · 8 (1) · 9 (1)
Deck 058:
Excellent (1) · Fair (1) · Good (1) · N/A (1) · Satisfactory (1) · Very Good (1)
Superstructure 059:
Excellent (1) · Fair (1) · Good (1) · N/A (1) · Satisfactory (1) · Serious (1) · Very Good (1)
Substructure 060:
Excellent (1) · Fair (1) · Good (1) · N/A (1) · Satisfactory (1) · Very Good (1)
Channel 061: (Click arrow to add another value)
Culvert 062:
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)
Inspect Date 090:
01-17 (1) · 01-18 (1) · 02-16 (1) · 02-17 (1) · 02-18 (1) · 03-16 (1) · 03-17 (1) · 04-16 (1) · 04-17 (1) · 05-16 (1) · 05-17 (1) · 06-16 (1) · 06-17 (1) · 07-16 (1) · 07-17 (1) · 08-16 (1) · 08-17 (1) · 09-16 (1) · 09-17 (1) · 10-16 (1) · 10-17 (1) · 11-16 (1) · 11-17 (1) · 12-16 (1) · 12-17 (1)
Direction 102:
1 - way (1) · 1 way (1) · 2 - way (1) · 2 way (1)
Rebuilt 106:
None (1) · 1956 (1) · 1961 (1) · 1970 (1) · 1979 (1) · 1990 (1) · 1991 (1) · 1993 (1) · 1994 (1) · 1996 (1) · 1997 (1) · 1998 (1) · 1999 (1) · 2001 (1) · 2002 (1) · 2003 (1) · 2004 (1) · 2005 (1) · 2007 (1) · 2008 (1) · 2009 (1) · 2010 (1) · 2011 (1) · 2012 (1) · 2013 (1) · 2014 (1) · 2015 (1) · 2017 (1)
Deck Type 107:
Concrete Cast-in-Place (1) · Concrete Precast Panels (1) · N/A (1)
Scour 113:
Bridge foundations (including piles) on dry land well above flood water elevations. (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) · Bridge not over waterway. (1)
Future 114:
Future Year 115:
2033 (1) · 2034 (1) · 2035 (1) · 2036 (1) · 2037 (1) · 2038 (1) · 2039 (1)
Clearance 116:
None (1)

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