108TH ST/FAU 5011 over EB-CD/RP10/I80/RP11/WBCD


+41.22382, -96.08156
41°13'26" N, 96°04'54" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.


Name:108TH ST/FAU 5011 over EB-CD/RP10/I80/RP11/WBCD
Structure number:S080 44625
Location:IN OMAHA
Purpose:Carries highway over highway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:160.1 ft. [48.8 m]
Total length:412.1 ft. [125.6 m]
Roadway width between curbs:27.9 ft. [8.5 m]
Deck width edge-to-edge:37.7 ft. [11.5 m]
Vertical clearance below bridge:17.4 ft. [5.3 m]
Owner:State Highway Agency [01]
Year built:1994
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 22.5 / HS 25 [9]
Number of main spans:3
Main spans material:Steel continuous [4]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: February 2016 

Status:Open, no restriction [A]
Average daily traffic:10,935 [as of 2010]
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Underclearances appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Pier/abutment protection:Navigation protection not required [1]
Scour condition:Bridge not over waterway. [N]
Operating rating:59.8 tons [54.4 metric tons]
Inventory rating:36.0 tons [32.7 metric tons]
Sufficiency rating:67.0
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
February 201667.0Not deficientSatisfactoryVery GoodGood10935
February 201454.7Not deficientSatisfactoryVery GoodGood10935
January 201465.8Not deficientSatisfactoryVery GoodGood10935
January 201265.0Not deficientGoodVery GoodGood12150
March 201063.6Not deficientVery GoodExcellentVery Good16100
March 200877.2Not deficientVery GoodExcellentVery Good16100
February 200678.3Not deficientExcellentExcellentExcellent12600
September 200478.6Not deficientExcellentExcellentExcellent15000
February 200278.5Not deficientExcellentExcellentExcellent15500
August 200076.4Not deficientExcellentExcellentExcellent15600
20000.0Not applicable---1500
September 199877.4Not deficientExcellentExcellentExcellent19200
October 199678.6Not deficientExcellentExcellentExcellent14900
November 199479.3Not deficientExcellentExcellentExcellent13100
September 199277.4Not deficientVery GoodSatisfactorySatisfactory10700
October 199074.3Functionally obsoleteVery GoodSatisfactorySatisfactory10700