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LINWOOD AVE over KCS,MOPAC & PAC RRS

Map

Coordinates:
+32.49322, -93.75990
32°29'36" N, 93°45'36" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:LINWOOD AVE over KCS,MOPAC & PAC RRS
Structure number:040932295934551
Location:0.1 MI. SO. OF U.S. 80
Purpose:Carries highway over railroad
Route classification:Local (Urban) [19]
Length of largest span:80.1 ft. [24.4 m]
Total length:709.0 ft. [216.1 m]
Roadway width between curbs:40.0 ft. [12.2 m]
Deck width edge-to-edge:49.2 ft. [15.0 m]
Vertical clearance below bridge:19.7 ft. [6.0 m]
Skew angle:20°
Owner:City or Municipal Highway Agency [04]
Year built:1950
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 13.5 / HS 15 [3]
Number of main spans:18
Main spans material:Steel [3]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]

Latest Available Inspection: March 2017

Good/Fair/Poor Condition:Poor
Status:Posted for load [P]
Average daily traffic:22,308 [as of 1979]
Deck condition:Poor [4 out of 9]
Superstructure condition:Serious [3 out of 9]
Substructure condition:Serious [3 out of 9]
Structural appraisal:Basically intolerable requiring high priority of replacement [2]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
Underclearances appraisal:Basically intolerable requiring high priority of replacement [2]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Sufficiency rating:2.0
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$2,838,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
March 2017PoorPoorSeriousSerious223082.0
March 2015PoorPoorSeriousSerious223082.0
March 2013PoorPoorSeriousFair223082.0
March 2011PoorPoorSeriousFair223082.0
March 2009PoorPoorSeriousFair223082.0
April 2007PoorPoorSeriousFair223082.0
March 2005PoorPoorSeriousFair223082.0
March 2003PoorPoorPoorFair223082.0
February 2001PoorPoorPoorFair223082.0
March 1999PoorPoorPoorFair223082.0
February 1997PoorPoorPoorFair223082.0
February 1995PoorPoorPoorFair223082.0
March 1993PoorPoorPoorFair223082.0
April 1991PoorSeriousCriticalFair223082.0

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.4,480703,8505600
Steel Protective Coatingsq. ft.33,40133,401000
Prestressed Concrete Girder/Beamlinear ft.483483000
Steel Pin or Pin & Hangar Assemblyeach1401400
Steel Protective Coatingsq. ft.5555000
Substructure
Steel Columneach7006352
Steel Protective Coatingsq. ft.7,3307,330000
Reinforced Concrete Columneach66000
Reinforced Concrete Abutmentlinear ft.1004732210
Reinforced Concrete Pile Cap/Footinglinear ft.5595164300
Steel Pier Caplinear ft.75005002500
Steel Protective Coatingsq. ft.4,1994,199000
Reinforced Concrete Pier Caplinear ft.147147000
Joints
Strip Seal Jointlinear ft.6722101680294
Pourable Jointlinear ft.395039500
Compression Jointlinear ft.8408400
Assembly without Seal Jointlinear ft.9400940
Bearings
Elastomeric Bearingeach1414000
Movable Bearingeach6370560
Steel Protective Coatingsq. ft.7777000
Fixed Bearingeach4900490
Steel Protective Coatingsq. ft.6060000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.1,4181,418000
Steel Protective Coatingsq. ft.3,5453,545000
Deck
Reinforced Concrete Slabsq. ft.29,7781,00828,4163540