US0080 over KCS RR


+32.49614, -93.75812
32°29'46" N, 93°45'29" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.


Name:US0080 over KCS RR
Structure number:040900010209141
Location:5.9 MI EAST PF I-220
Purpose:Carries highway over railroad
Route classification:Minor Arterial (Urban) [16]
Length of largest span:32.2 ft. [9.8 m]
Total length:131.9 ft. [40.2 m]
Roadway width between curbs:40.0 ft. [12.2 m]
Deck width edge-to-edge:60.0 ft. [18.3 m]
Vertical clearance below bridge:20.7 ft. [6.3 m]
Skew angle:45°
Owner:State Highway Agency [01]
Year built:1927
Historic significance:Bridge is eligible for the National Register of Historic Places [2]
Design load:M 13.5 / H 15 [2]
Number of main spans:4
Main spans material:Concrete [1]
Main spans design:Tee beam [04]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Other [9]

Latest Available Inspection: January 2017

Good/Fair/Poor Condition:Poor
Status:Posted for load [P]
Average daily traffic:8,800 [as of 2015]
Truck traffic:30% of total traffic
Deck condition:Serious [3 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 corrrective action [3]
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]
Operating rating:36.0 tons [32.7 metric tons]
Inventory rating:17.9 tons [16.3 metric tons]
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:$631,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
January 20172.0PoorSeriousSeriousSeriousSD8800
January 20162.0PoorSeriousSeriousSeriousSD8800
January 20152.0PoorSeriousSeriousSeriousSD5800
January 20142.0PoorSeriousSeriousSeriousSD5800
January 20132.0PoorSeriousSeriousSeriousSD5700
February 201219.0PoorPoorPoorPoorSD9200
February 201122.1PoorFairPoorFairSD9200
February 201021.9PoorFairPoorFairSD9400
January 200921.5PoorFairPoorFairSD10100
February 200821.1PoorFairPoorFairSD10700
February 200720.1PoorFairPoorFairSD12300
March 200617.8PoorFairPoorFairSD16000
January 200517.9PoorFairPoorFairSD15800
January 200417.6PoorFairPoorFairSD16300
January 200312.8PoorFairPoorFairSD25900
February 200212.8PoorFairPoorFairSD25099
January 200020.3PoorFairPoorFairSD11980
March 199920.3PoorFairPoorFairSD11980
February 199820.3PoorFairPoorFairSD11980
February 199720.2PoorFairPoorFairSD12184
February 199621.5PoorFairPoorFairSD12566
March 199521.6PoorFairPoorFairSD12356
January 199323.1PoorFairPoorFairSD9413
February 199223.1PoorFairPoorFairSD9413