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

Map

Coordinates:
+41.22382, -96.08156
41°13'26" N, 96°04'54" W

Facts

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

Good/Fair/Poor Condition:Fair
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. RatingConditionDeckSuperstructureSubstructureSD/FOADT
February 201667.0FairSatisfactoryVery GoodGood-10935
February 201454.7FairSatisfactoryVery GoodGood-10935
January 201465.8FairSatisfactoryVery GoodGood-10935
January 201265.0GoodGoodVery GoodGood-12150
March 201063.6GoodVery GoodExcellentVery Good-16100
March 200877.2GoodVery GoodExcellentVery Good-16100
February 200678.3GoodExcellentExcellentExcellent-12600
September 200478.6GoodExcellentExcellentExcellent-15000
February 200278.5GoodExcellentExcellentExcellent-15500
August 200076.4GoodExcellentExcellentExcellent-15600
September 199877.4GoodExcellentExcellentExcellent-19200
October 199678.6GoodExcellentExcellentExcellent-14900
November 199479.3GoodExcellentExcellentExcellent-13100
September 199277.4FairVery GoodSatisfactorySatisfactory-10700
October 199074.3FairVery GoodSatisfactorySatisfactoryFO10700

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Superstructure
Steel Girder/Beamlinear ft.501501000
Steel Protective Coatingsq. ft.2,0372,037000
Deck
Reinforced Concrete Decksq. ft.1,4421,3588220
Substructure
Reinforced Concrete Pier Walllinear ft.99000
Reinforced Concrete Abutmentlinear ft.2222000
Masonry Abutmentlinear ft.1515000
Reinforced Concrete Pier Caplinear ft.2120100
Bearings
Pot Bearingeach88000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.2502380120