STORZ EXPRESSWAY over UPRR 816-152-D
Map
Coordinates:
+41.31146, -95.9313241°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
Good/Fair/Poor Condition: | Good |
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
Date | Suff. Rating | Condition | Deck | Superstructure | Substructure | SD/FO | ADT |
---|
April 2015 | 91.9 | Good | Good | Good | Good | - | 8100 |
May 2013 | 91.9 | Good | Good | Good | Good | - | 8100 |
April 2013 | 97.2 | Good | Good | Good | Good | - | 8100 |
April 2011 | 98.9 | Good | Good | Good | Good | - | 11300 |
April 2010 | 98.9 | Good | Good | Very Good | Good | - | 11300 |
September 2008 | 98.9 | Good | Very Good | Very Good | Good | - | 11800 |
July 2006 | 98.8 | Good | Very Good | Very Good | Good | - | 13000 |
September 2004 | 98.7 | Good | Very Good | Very Good | Good | - | 13700 |
November 2002 | 98.9 | Good | Very Good | Very Good | Very Good | - | 12000 |
August 2000 | 99.0 | Good | Very Good | Very Good | Very Good | - | 10900 |
May 1998 | 99.0 | Good | Very Good | Very Good | Very Good | - | 10900 |
May 1996 | 99.2 | Good | Very Good | Very Good | Very Good | - | 8100 |
October 1994 | 99.5 | Good | Very Good | Very Good | Very Good | - | 6100 |
March 1992 | 99.7 | Good | Excellent | Excellent | Very Good | - | 3700 |
October 1990 | 99.7 | Good | Excellent | Excellent | Excellent | - | 3700 |