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US0080 over KCS RR

Map 

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

Facts 

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 not eligible for the National Register of Historic Places [5]
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 2016 

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:35.6 tons [32.4 metric tons]
Inventory rating:17.8 tons [16.2 metric tons]
Evaluation:Structurally deficient [1]
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. ratingEvaluationDeckSuper.Sub.ADT
January 20162.0Structurally deficientSeriousSeriousSerious8800
January 20152.0Structurally deficientSeriousSeriousSerious5800
January 20142.0Structurally deficientSeriousSeriousSerious5800
January 20132.0Structurally deficientSeriousSeriousSerious5700
February 201219.0Structurally deficientPoorPoorPoor9200
February 201122.1Structurally deficientFairPoorFair9200
February 201021.9Structurally deficientFairPoorFair9400
January 200921.5Structurally deficientFairPoorFair10100
February 200821.1Structurally deficientFairPoorFair10700
February 200720.1Structurally deficientFairPoorFair12300
March 200617.8Structurally deficientFairPoorFair16000
January 200517.9Structurally deficientFairPoorFair15800
January 200417.6Structurally deficientFairPoorFair16300
January 200312.8Structurally deficientFairPoorFair25900
February 200212.8Structurally deficientFairPoorFair25099
January 200020.3Structurally deficientFairPoorFair11980
March 199920.3Structurally deficientFairPoorFair11980
February 199820.3Structurally deficientFairPoorFair11980
February 199720.2Structurally deficientFairPoorFair12184
February 199621.5Structurally deficientFairPoorFair12566
March 199521.6Structurally deficientFairPoorFair12356
January 199323.1Structurally deficientFairPoorFair9413
February 199223.1Structurally deficientFairPoorFair9413