US0080 over I-20


+32.49852, -93.75505
32°29'55" N, 93°45'18" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.


Name:US0080 over I-20
Structure number:040900010209861
Location:US 80 OVER I-20
Purpose:Carries highway and pedestrian walkway over highway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:122.1 ft. [37.2 m]
Total length:238.9 ft. [72.8 m]
Roadway width between curbs:54.1 ft. [16.5 m]
Deck width edge-to-edge:66.3 ft. [20.2 m]
Vertical clearance below bridge:20.3 ft. [6.2 m]
Skew angle:35°
Owner:State Highway Agency [01]
Year built:1995
Historic significance:Historical significance is not determinable at this time [4]
Design load:MS 18 / HS 20 [5]
Number of main spans:2
Main spans material:Steel [3]
Main spans design:Girder and floorbeam system [03]
Deck type:Concrete Cast-in-Place [1]

Latest Available Inspection: January 2015 

Status:Open, no restriction [A]
Average daily traffic:3,900 [as of 2014]
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Better than present minimum criteria [7]
Underclearances appraisal:Meets minimum tolerable limits to be left in place as is [4]
Roadway alignment appraisal:Better than present minimum criteria [7]
Scour condition:Bridge not over waterway. [N]
Operating rating:72.3 tons [65.7 metric tons]
Inventory rating:43.6 tons [39.6 metric tons]
Sufficiency rating:96.6

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
January 201596.6Not deficientGoodGoodGood3900
February 201396.6Not deficientGoodGoodGood3900
February 201197.5Not deficientGoodGoodGood4800
January 200997.5Not deficientGoodGoodGood4800
February 200797.2Not deficientVery GoodVery GoodVery Good8200
January 200597.0Not deficientVery GoodVery GoodVery Good10300
January 200396.6Not deficientVery GoodVery GoodVery Good14900
April 200196.5Not deficientVery GoodVery GoodVery Good15450
March 199997.7Not deficientVery GoodVery GoodVery Good3257
February 199797.5Not deficientVery GoodVery GoodVery Good5697
June 199597.6Not deficientVery GoodVery GoodVery Good5602
April 199473.0Not deficientGoodGoodGood5508
February 199272.8Not deficientGoodGoodGood6657