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US6 over WESTROADS ACCESS ROAD

Map 

Coordinates:
+41.26338, -96.06830
41°15'48" N, 96°04'06" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:US6 over WESTROADS ACCESS ROAD
Structure number:S006 36561
Location:99TH @ DODGE ST
Purpose:Carries highway overpass over highway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:58.1 ft. [17.7 m]
Total length:186.0 ft. [56.7 m]
Roadway width between curbs:134.8 ft. [41.1 m]
Deck width edge-to-edge:137.5 ft. [41.9 m]
Vertical clearance below bridge:18.4 ft. [5.6 m]
Skew angle:
Owner:State Highway Agency [01]
Year built:1965
Year reconstructed:2003
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:4
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:73,385 [as of 2012]
Truck traffic:1% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Excellent [9 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Equal to present desirable criteria [8]
Deck geometry appraisal:Superior to present desirable criteria [9]
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:96.8 tons [88.0 metric tons]
Inventory rating:57.9 tons [52.6 metric tons]
Sufficiency rating:79.0
Recommended work:Other structural work, including hydraulic replacements. [38]

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
February 201679.0Not deficientVery GoodExcellentVery Good73385
March 201479.0Not deficientVery GoodExcellentVery Good73385
March 201286.3Not deficientVery GoodExcellentVery Good76120
January 201081.7Not deficientVery GoodExcellentVery Good77125
March 200887.3Not deficientExcellentExcellentVery Good66260
January 200687.3Not deficientExcellentVery GoodGood66260
July 200487.7Not deficientExcellentVery GoodGood62750
April 200387.7Not deficientExcellentVery GoodGood62750
February 200242.6Structurally deficientPoorSatisfactoryFair75925
October 200044.4Structurally deficientPoorGoodFair66525
October 199844.4Structurally deficientPoorGoodFair66525
August 199638.0Structurally deficientPoorGoodFair65100
September 199447.6Structurally deficientPoorGoodFair56300
July 199264.8Structurally deficientPoorGoodFair61360
December 199164.8Structurally deficientPoorGoodFair61360