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I0020 over KCS RR & ACCESS RD

Map 

Coordinates:
+32.49291, -93.76859
32°29'34" N, 93°46'07" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:I0020 over KCS RR & ACCESS RD
Structure number:040904510117078
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:116.1 ft. [35.4 m]
Total length:719.2 ft. [219.2 m]
Roadway width between curbs:27.9 ft. [8.5 m]
Deck width edge-to-edge:30.8 ft. [9.4 m]
Vertical clearance below bridge:22.6 ft. [6.9 m]
Skew angle:54°
Owner:State Highway Agency [01]
Year built:1994
Historic significance:Historical significance is not determinable at this time [4]
Design load:MS 18 / HS 20 [5]
Main span material:Steel continuous [4]
Main span design:Girder and floorbeam system [03]
Deck type:Concrete Cast-in-Place [1]

Latest Available Inspection: June 2014 

Status:Open, no restriction [A]
Average daily traffic:5,330 [as of 2014]
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Basically intolerable requiring high priority of corrrective action [3]
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:59.4 tons [54.0 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:75.0
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$2,877,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
June 201475.0Functionally obsoleteGoodGoodSatisfactory5330
March 201275.0Functionally obsoleteGoodGoodGood6550
March 201075.0Functionally obsoleteGoodGoodGood6560
February 200875.0Functionally obsoleteVery GoodVery GoodVery Good7990
February 200675.0Functionally obsoleteVery GoodVery GoodVery Good6783
March 200475.0Functionally obsoleteVery GoodVery GoodVery Good6780
April 200275.0Not deficientVery GoodVery GoodVery Good6100
March 200077.0Not deficientVery GoodVery GoodVery Good6103
March 199877.0Not deficientVery GoodVery GoodVery Good6103
May 199677.0Not deficientVery GoodVery GoodVery Good7414
August 199479.0Not deficientVery GoodVery GoodVery Good7247
May 199427.0Structurally deficient---7084
October 199327.0Structurally deficient---6769
April 199327.0Structurally deficient---7017
March 199289.0Functionally obsoleteFairSatisfactorySatisfactory7017