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US6/WEST DODGE ST over 137TH ST

Map 

Coordinates:
+41.26326, -96.12969
41°15'48" N, 96°07'47" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:US6/WEST DODGE ST over 137TH ST
Structure number:S006 36240
Location:W DODGE @ 138TH STOMAHA
Purpose:Carries highway overpass over highway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:78.1 ft. [23.8 m]
Total length:80.1 ft. [24.4 m]
Roadway width between curbs:107.3 ft. [32.7 m]
Deck width edge-to-edge:109.9 ft. [33.5 m]
Vertical clearance below bridge:14.1 ft. [4.3 m]
Owner:State Highway Agency [01]
Year built:1991
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Main span material:Prestressed concrete [5]
Main span 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:103,105 [as of 2012]
Truck traffic:1% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Better than present minimum criteria [7]
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:98.8 tons [89.8 metric tons]
Inventory rating:52.9 tons [48.1 metric tons]
Sufficiency rating:84.0

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
February 201684.0Not deficientGoodGoodVery Good103105
February 201484.0Not deficientVery GoodGoodVery Good103105
February 201289.6Not deficientVery GoodGoodVery Good99180
March 201089.6Not deficientVery GoodGoodExcellent99180
March 200889.3Not deficientVery GoodGoodExcellent101990
February 200691.8Not deficientVery GoodGoodExcellent76075
July 200493.7Not deficientVery GoodGoodExcellent55800
February 200293.9Not deficientVery GoodGoodExcellent53700
October 200094.3Not deficientVery GoodVery GoodExcellent49150
September 199894.3Not deficientExcellentExcellentExcellent49150
August 199692.7Not deficientExcellentExcellentExcellent34550
September 199493.7Not deficientExcellentExcellentExcellent29475
November 199388.6Not deficientExcellentExcellentExcellent29475