+41.27650, -95.95260
41°16'35" N, 95°57'09" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.


Name:PARKER ST over US75
Structure number:S075 09169
Location:IN OMAHA
Purpose:Carries highway and pedestrian walkway over highway
Route classification:Local (Urban) [19]
Length of largest span:85.0 ft. [25.9 m]
Total length:250.0 ft. [76.2 m]
Roadway width between curbs:29.9 ft. [9.1 m]
Deck width edge-to-edge:43.6 ft. [13.3 m]
Vertical clearance below bridge:16.4 ft. [5.0 m]
Owner:State Highway Agency [01]
Year built:1977
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: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:Latex Concrete or similar additive [3]

Latest Available Inspection: March 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:5,000 [as of 2003]
Truck traffic:10% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Underclearances appraisal:Meets minimum tolerable limits to be left in place as is [4]
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:38.0 tons [34.5 metric tons]
Inventory rating:23.0 tons [20.9 metric tons]
Sufficiency rating:59.2
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
March 201659.2FairSatisfactoryGoodSatisfactory-5000
March 201459.2FairSatisfactoryGoodGood-5000
March 201264.2FairSatisfactoryGoodGood-5000
March 201064.2FairSatisfactoryGoodGood-5000
March 200864.2FairSatisfactoryVery GoodVery Good-5000
March 200678.4FairSatisfactoryVery GoodVery Good-5000
August 200478.4FairSatisfactoryVery GoodVery Good-5000
March 200278.4FairSatisfactoryVery GoodVery Good-5000
August 200078.4FairSatisfactoryVery GoodVery Good-5000
August 199878.4FairSatisfactoryVery GoodVery Good-5000
September 199678.4FairSatisfactoryVery GoodVery Good-5000
October 199478.5FairSatisfactoryVery GoodVery Good-5000
November 199378.5GoodGoodVery GoodVery Good-5000
August 199278.5GoodGoodVery GoodVery Good-5000
December 199180.5GoodGoodVery GoodVery Good-5000