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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 [3]
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: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. ratingEvaluationDeckSuper.Sub.ADT
February 201698.0Not deficientSatisfactoryGoodGood14900
February 201498.0Not deficientSatisfactoryGoodVery Good14900
January 201497.0Not deficientSatisfactoryGoodVery Good14900
January 201298.0Not deficientSatisfactoryVery GoodVery Good14900
March 201098.0Not deficientSatisfactoryExcellentVery Good14900
March 200897.0Not deficientVery GoodExcellentVery Good14900
February 200697.0Not deficientVery GoodExcellentExcellent14900
October 200497.0Not deficientVery GoodExcellentExcellent14900
February 200297.0Not deficientVery GoodExcellentExcellent14900
August 200097.0Not deficientVery GoodExcellentExcellent14900
20000.0Not applicable---1500
September 199897.0Not deficientExcellentExcellentExcellent14900
October 199697.0Not deficientExcellentExcellentExcellent14900
January 199597.0Not deficientExcellentExcellentExcellent14900