Drilldown: bridge data

From Indian River Lagoon Project
bridge data > Deck 058: Very Good & Channel 061: Other & Inspect Date 090: 05-17

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ObjectID:
Status:
AM (1) · MM (1) · ST (1) · XX (1)
Date:
03-03 (1) · 04-03 (1) · 04-19 (1) · 05-03 (1) · 06-03 (1) · 12-02 (1)
County 003:
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Place 004:
None (1) · 24350 (1) · 45775 (1) · 58725 (1) · 74200 (1) · Atlantis (1) · Boca Raton (1) · Boynton Beach (1) · Delray Beach (1) · Fellsmere (1) · Fort Pierce (1) · Glen Ridge (1) · Greenacres City (1) · Haverhill (1) · Holly Hill (1) · Hypoluxo (1) · Indialantic (1) · Indiantown village (1) · Jupiter (1) · Lake Worth (1) · Lantana (1) · Melbourne (1) · Melbourne Village (1) · Ormond Beach (1) · Pahokee (1) · Palm Beach (1) · Palm Beach Gardens (1) · Port Orange (1) · Port St. John (1) · Royal Palm Beach village (1) · Sewall's Point (1) · South Daytona (1) · Tequesta village (1) · Titusville (1) · Vero Beach (1) · Viera (1) · Wellington village (1) · West Melbourne (1) · West Palm Beach (1)
Route 005d:
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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:
31 (1) · City (1) · County (1) · FDOT (1) · State (1) · Town (1)
Built 027:
Lanes 028a:
1 (1) · 10 (1) · 11 (1) · 12 (1) · 2 (1) · 3 (1) · 4 (1) · 5 (1) · 6 (1) · 7 (1) · 9 (1)
Traffic 029:
Traffic Year 030:
2012 (1) · 2013 (1) · 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 (1) · Highway - Waterway (1) · Highway-railroad (1) · Other (1) · Waterway (1) · Waterway Relief (1)
Kind 043a:
Concrete (1) · Concrete continuous (1) · Prestressed concrete (1) · Prestressed concrete continuous (1) · Steel (1) · Steel continuous (1)
Type 043b:
Movable - Bascule (1) · Segmental box girder (1) · Slab (1) · Stringer/Multi-beam/Girder (1) · Tee beam (1)
Length 049:
Width 052:
10 (1) · 11 (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) · 25 (1) · 26 (1) · 28 (1) · 29 (1) · 30 (1) · 31 (1) · 33 (1) · 34 (1) · 35 (1) · 36 (1) · 37 (1) · 39 (1) · 40 (1) · 41 (1) · 44 (1) · 45 (1) · 47 (1) · 5 (1) · 56 (1) · 6 (1) · 60 (1) · 63 (1) · 7 (1) · 8 (1) · 9 (1)
Deck 058: (Click arrow to add another value)
Superstructure 059:
Excellent (1) · Fair (1) · Good (1) · Very Good (1)
Substructure 060:
Excellent (1) · Good (1) · Satisfactory (1) · Very Good (1)
Channel 061: (Click arrow to add another value)
Culvert 062:
N/A (1)
Inspect Date 090: (Click arrow to add another value)
Direction 102:
1 - way (1) · 1 way (1) · 2 - way (1) · 2 way (1) · One lane bridge for 2 way traffic (1)
Rebuilt 106:
None (1) · 1990 (1) · 2001 (1) · 2005 (1) · 2007 (1) · 2008 (1) · 2009 (1) · 2011 (1) · 2012 (1) · 2013 (1) · 2014 (1) · 2017 (1)
Deck Type 107:
Concrete Cast-in-Place (1) · Concrete Precast Panels (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 not over waterway. (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)
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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