Drilldown: bridge data

From Indian River Lagoon Project
bridge data > Channel 061: 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. & Future Year 115: 2037

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ObjectID:
Status:
AM (1) · MM (1) · ST (1)
Date:
04-03 (1) · 04-19 (1) · 05-03 (1) · 12-02 (1)
County 003:
Indian River (1) · Martin (1) · Palm Beach (1) · Saint Lucie (1)
Place 004:
None (1) · 26625 (1) · 58725 (1) · Atlantis (1) · Boca Raton (1) · Boynton Beach (1) · Delray Beach (1) · Fort Pierce (1) · Greenacres City (1) · Haverhill (1) · Hypoluxo (1) · Jupiter (1) · Lake Clarke Shores (1) · Lake Worth (1) · Lantana (1) · Palm Beach Gardens (1) · Royal Palm Beach village (1) · Sebastian (1) · Wellington village (1) · West Palm Beach (1)
Route 005d:
00000 (1) · 00512 (1) · 00606 (1) · 00615 (1) · 00798 (1) · 00804 (1) · 00807 (1) · 00809 (1) · 00811 (1) · 00812 (1) · 00880 (1) · 00882 (1)
Direction 005e:
None (1)
Features 006a:
Critical 006b:
None (1)
Facility 007:
Number 008:
Location 009:
Latitude 016:
Longitude 017:
Owner 022:
City (1) · County (1) · FDOT (1) · Town (1)
Built 027:
1950 (1) · 1955 (1) · 1959 (1) · 1960 (1) · 1961 (1) · 1962 (1) · 1964 (1) · 1965 (1) · 1966 (1) · 1967 (1) · 1968 (1) · 1969 (1) · 1970 (1) · 1972 (1) · 1973 (1) · 1975 (1) · 1976 (1) · 1979 (1) · 1980 (1) · 1981 (1) · 1982 (1) · 1984 (1) · 1985 (1) · 1986 (1) · 1987 (1) · 1988 (1) · 1989 (1) · 1990 (1) · 1991 (1) · 1992 (1) · 1993 (1) · 1996 (1) · 2005 (1) · 2007 (1) · 2008 (1) · 2014 (1)
Lanes 028a:
2 (1) · 3 (1) · 4 (1) · 5 (1) · 6 (1) · 7 (1) · 9 (1)
Traffic 029:
Traffic Year 030:
2015 (1) · 2016 (1)
Service On 042a:
Highway (1) · Highway - Pedestrian (1)
Service Under 042b:
Highway - Waterway (1) · Waterway (1)
Kind 043a:
Aluminum - Iron (1) · Concrete (1) · Concrete continuous (1) · Prestressed concrete (1)
Type 043b:
Culvert (1) · Slab (1) · Stringer/Multi-beam/Girder (1)
Length 049:
10 (1) · 11 (1) · 12 (1) · 13 (1) · 14 (1) · 140 (1) · 16 (1) · 179 (1) · 18 (1) · 23 (1) · 27 (1) · 28 (1) · 30 (1) · 31 (1) · 32 (1) · 33 (1) · 34 (1) · 35 (1) · 36 (1) · 38 (1) · 39 (1) · 42 (1) · 46 (1) · 49 (1) · 55 (1) · 56 (1) · 58 (1) · 74 (1) · 76 (1) · 8 (1) · 83 (1) · 9 (1)
Width 052:
0 (1) · 11 (1) · 12 (1) · 15 (1) · 16 (1) · 17 (1) · 18 (1) · 19 (1) · 20 (1) · 23 (1) · 25 (1) · 27 (1) · 29 (1) · 32 (1) · 35 (1) · 36 (1) · 40 (1) · 42 (1) · 43 (1) · 8 (1) · 9 (1)
Deck 058:
Fair (1) · 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:
Good (1) · N/A (1) · Satisfactory (1) · Very Good (1)
Channel 061: (Click arrow to add another value)
Culvert 062:
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. (1) · 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) · 03-16 (1) · 04-16 (1) · 04-17 (1) · 05-16 (1) · 06-16 (1) · 07-16 (1) · 08-16 (1) · 10-16 (1) · 12-17 (1)
Direction 102:
1 - way (1) · 2 - way (1)
Rebuilt 106:
None (1) · 1980 (1) · 1984 (1) · 1987 (1) · 1988 (1) · 1989 (1) · 1996 (1) · 1997 (1) · 2007 (1) · 2010 (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 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)
Future 114:
Future Year 115: (Click arrow to add another value)
Clearance 116:
None (1)

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