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WB-CD ROAD BRG #8 over SB-CD EAST-RMPS 5-10-11

Map

Coordinates:
+41.22435, -96.08154
41°13'28" N, 96°04'54" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts

Name:WB-CD ROAD BRG #8 over SB-CD EAST-RMPS 5-10-11
Structure number:S080 44602
Location:IN OMAHA
Purpose:Carries highway overpass over highway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:182.1 ft. [55.5 m]
Total length:1008.9 ft. [307.5 m]
Roadway width between curbs:42.0 ft. [12.8 m]
Deck width edge-to-edge:44.3 ft. [13.5 m]
Vertical clearance below bridge:16.4 ft. [5.0 m]
Skew angle:46°
Owner:State Highway Agency [01]
Year built:1996
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:6
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:14,900 [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:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Superior to present desirable criteria [9]
Underclearances appraisal:Equal to present minimum criteria [6]
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:75.8 tons [68.9 metric tons]
Inventory rating:44.9 tons [40.8 metric tons]
Sufficiency rating:98.0

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
February 201698.0FairSatisfactoryGoodGood-14900
February 201498.0FairSatisfactoryGoodVery Good-14900
January 201497.0FairSatisfactoryGoodVery Good-14900
January 201298.0FairSatisfactoryVery GoodVery Good-14900
March 201098.0FairSatisfactoryExcellentVery Good-14900
March 200897.0GoodVery GoodExcellentVery Good-14900
February 200697.0GoodVery GoodExcellentExcellent-14900
October 200497.0GoodVery GoodExcellentExcellent-14900
February 200297.0GoodVery GoodExcellentExcellent-14900
August 200097.0GoodVery GoodExcellentExcellent-14900
September 199897.0GoodExcellentExcellentExcellent-14900
October 199697.0GoodExcellentExcellentExcellent-14900
January 199597.0GoodExcellentExcellentExcellent-14900