+32.49194, -93.77072
32°29'31" N, 93°46'15" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.


Name:I0020 over LK SHORE DR&KESRR
Structure number:040904510117061
Location:.5 MI EAST OF US 80
Purpose:Carries highway over highway and railroad
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:107.0 ft. [32.6 m]
Total length:802.2 ft. [244.5 m]
Roadway width between curbs:40.0 ft. [12.2 m]
Deck width edge-to-edge:45.6 ft. [13.9 m]
Vertical clearance below bridge:15.1 ft. [4.6 m]
Skew angle:45°
Owner:State Highway Agency [01]
Year built:1965
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Number of main spans:8
Main spans material:Steel continuous [4]
Main spans design:Girder and floorbeam system [03]
Deck type:Concrete Cast-in-Place [1]

Latest Available Inspection: February 2017

Good/Fair/Poor Condition:Poor
Status:Open, no restriction [A]
Average daily traffic:38,160 [as of 2015]
Truck traffic:29% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Serious [3 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Basically intolerable requiring high priority of corrrective action [3]
Deck geometry appraisal:Better than present minimum criteria [7]
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:61.8 tons [56.2 metric tons]
Inventory rating:38.9 tons [35.4 metric tons]
Sufficiency rating:44.0
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$3,181,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
February 201744.0PoorFairSeriousSatisfactorySD38160
February 201661.0PoorFairPoorFairSD38160
February 201561.0PoorFairPoorFairSD31980
February 201461.0PoorFairPoorFairSD31980
February 201361.0PoorFairPoorFairSD31980
February 201261.0PoorFairPoorFairSD39300
February 201161.0PoorFairPoorFairSD39360
March 201078.0FairSatisfactoryFairSatisfactoryFO39360
January 200978.0FairSatisfactoryFairSatisfactoryFO49140
February 200878.0FairSatisfactoryFairSatisfactoryFO47940
February 200778.0FairSatisfactoryFairSatisfactoryFO46740
February 200678.0FairSatisfactoryFairSatisfactoryFO40700
February 200578.0FairSatisfactoryFairSatisfactoryFO39480
March 200478.0FairSatisfactoryFairSatisfactoryFO40680
April 200289.0FairSatisfactorySatisfactorySatisfactoryFO36600
March 200089.0FairSatisfactorySatisfactorySatisfactoryFO36621
March 199889.0FairSatisfactorySatisfactorySatisfactoryFO36621
March 199689.0FairSatisfactorySatisfactorySatisfactoryFO44484
May 199489.0FairSatisfactorySatisfactorySatisfactoryFO42506
April 199388.0FairFairSatisfactorySatisfactoryFO42106
March 199288.0FairFairSatisfactorySatisfactoryFO42106