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STORZ EXPRESSWAY over UPRR 816-152-D

Map 

Coordinates:
+41.31146, -95.93132
41°18'41" N, 95°55'53" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:STORZ EXPRESSWAY over UPRR 816-152-D
Structure number:U1825J1225
Location:STORZ EXP @ 12TH ST
Purpose:Carries highway over railroad
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:54.1 ft. [16.5 m]
Total length:166.0 ft. [50.6 m]
Roadway width between curbs:84.0 ft. [25.6 m]
Deck width edge-to-edge:86.6 ft. [26.4 m]
Vertical clearance below bridge:24.6 ft. [7.5 m]
Skew angle:15°
Owner:City or Municipal Highway Agency [04]
Year built:1987
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Number of main spans:3
Main spans material:Prestressed concrete [5]
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: April 2015 

Status:Open, no restriction [A]
Average daily traffic:8,100 [as of 2010]
Deck condition:Good [7 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:Superior to present desirable criteria [9]
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:81.8 tons [74.4 metric tons]
Inventory rating:38.0 tons [34.5 metric tons]
Sufficiency rating:91.9

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
April 201591.9Not deficientGoodGoodGood8100
May 201391.9Not deficientGoodGoodGood8100
April 201397.2Not deficientGoodGoodGood8100
April 201198.9Not deficientGoodGoodGood11300
April 201098.9Not deficientGoodVery GoodGood11300
September 200898.9Not deficientVery GoodVery GoodGood11800
July 200698.8Not deficientVery GoodVery GoodGood13000
September 200498.7Not deficientVery GoodVery GoodGood13700
November 200298.9Not deficientVery GoodVery GoodVery Good12000
August 200099.0Not deficientVery GoodVery GoodVery Good10900
May 199899.0Not deficientVery GoodVery GoodVery Good10900
May 199699.2Not deficientVery GoodVery GoodVery Good8100
October 199499.5Not deficientVery GoodVery GoodVery Good6100
March 199299.7Not deficientExcellentExcellentVery Good3700
October 199099.7Not deficientExcellentExcellentExcellent3700