Drilldown: bridge data

From Indian River Lagoon Project
bridge data > Kind 043a: Other & Channel 061: 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. & Inspect Date 090: 07-17

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ObjectID:
Status:
AM (1) · MM (1) · ST (1)
Date:
03-03 (1) · 04-03 (1) · 04-19 (1) · 05-03 (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) · 00027 (1) · 00044 (1) · 00046 (1) · 0005A (1) · 00060 (1) · 00068 (1) · 00070 (1) · 00091 (1) · 00095 (1) · 00098 (1) · 00400 (1) · 00404 (1) · 00509 (1) · 00512 (1) · 00520 (1) · 00528 (1) · 00615 (1) · 00630 (1) · 00702 (1) · 00706 (1) · 00707 (1) · 00708 (1) · 00710 (1) · 00714 (1) · 00715 (1) · 00723 (1) · 00802 (1) · 00804 (1) · 00809 (1) · 00811 (1) · 00812 (1) · 00882 (1) · 00A1A (1) · 02813 (1)
Direction 005e:
None (1)
Features 006a:
Critical 006b:
None (1)
Facility 007:
Number 008:
Location 009:
Latitude 016:
Longitude 017:
Owner 022:
31 (1) · City (1) · County (1) · FDOT (1) · State (1)
Built 027:
1955 (1) · 1956 (1) · 1959 (1) · 1961 (1) · 1962 (1) · 1964 (1) · 1965 (1) · 1967 (1) · 1970 (1) · 1971 (1) · 1974 (1) · 1984 (1) · 1986 (1) · 1987 (1) · 1989 (1) · 1990 (1) · 1991 (1) · 1992 (1) · 1993 (1) · 1994 (1) · 1995 (1) · 1997 (1) · 1999 (1) · 2000 (1) · 2001 (1) · 2002 (1) · 2003 (1) · 2004 (1) · 2006 (1) · 2007 (1) · 2008 (1) · 2009 (1) · 2010 (1) · 2011 (1) · 2012 (1) · 2013 (1) · 2014 (1) · 2016 (1)
Lanes 028a:
1 (1) · 2 (1) · 3 (1) · 4 (1) · 5 (1) · 6 (1) · 7 (1) · 8 (1) · 9 (1)
Traffic 029:
Traffic Year 030:
2014 (1) · 2015 (1) · 2016 (1) · 2017 (1)
Service On 042a:
4th Level Overpass (1) · Highway (1) · Highway - Pedestrian (1) · Overpass (1)
Service Under 042b:
Highway - Waterway (1) · Railroad-waterway (1) · Waterway (1) · Waterway Relief (1)
Kind 043a: (Click arrow to add another value)
Type 043b:
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) · 18 (1) · 20 (1) · 21 (1) · 22 (1) · 25 (1) · 27 (1) · 28 (1) · 30 (1) · 31 (1) · 33 (1) · 34 (1) · 35 (1) · 36 (1) · 37 (1) · 38 (1) · 39 (1) · 40 (1) · 41 (1) · 42 (1) · 44 (1) · 45 (1) · 47 (1) · 5 (1) · 6 (1) · 7 (1) · 8 (1) · 9 (1)
Deck 058:
Good (1) · N/A (1) · Satisfactory (1) · Very Good (1)
Superstructure 059:
Fair (1) · Good (1) · N/A (1) · Satisfactory (1) · Very Good (1)
Substructure 060:
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) · No noticeable or noteworthy deficiencies which affect the condition of the culvert. Insignificant scrape marks caused by drift. (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: (Click arrow to add another value)
Direction 102:
1 - way (1) · 2 - way (1) · 2 way (1) · One lane bridge for 2 way traffic (1)
Rebuilt 106:
None (1) · 1990 (1) · 1991 (1) · 2002 (1) · 2005 (1) · 2007 (1) · 2009 (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 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 with "unknown" foundation that has not been evaluated for scour. Until risk can be determined, a plan of action should be developed and implemented to reduce the risk to users from abridge failure during and immediately after a flood event. (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)
Future 114:
Future Year 115:
2034 (1) · 2036 (1) · 2037 (1) · 2038 (1) · 2039 (1)
Clearance 116:
None (1) · 11 (1)

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