L.7-13.6 MINOR over PIPE CREEK
Map
Coordinates:
+39.12324, -97.7125739°07'24" N, 97°42'45" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | L.7-13.6 MINOR over PIPE CREEK |
Structure number: | 000720779704206 |
Location: | 3RD. ST. IN MINNEAPOLIS |
Purpose: | Carries highway over waterway |
Route classification: | Minor Collector (Rural) [08] |
Length of largest span: | 80.1 ft. [24.4 m] |
Total length: | 80.1 ft. [24.4 m] |
Roadway width between curbs: | 18.0 ft. [5.5 m] |
Deck width edge-to-edge: | 21.0 ft. [6.4 m] |
Owner: | County Highway Agency [02] |
Year built: | 1915 |
Historic significance: | Bridge is eligible for the National Register of Historic Places [2] |
Main span material: | Concrete [1] |
Main span design: | Arch - Deck [11] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: January 2018
Good/Fair/Poor Condition: | Poor |
Status: | Posted for load [P] |
Average daily traffic: | 400 [as of 2001] |
Deck condition: | Satisfactory [6 out of 9] |
Superstructure condition: | Poor [4 out of 9] |
Substructure condition: | Poor [4 out of 9] |
Structural appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
Deck geometry appraisal: | Basically intolerable requiring high priority of corrrective action [3] |
Water adequacy appraisal: | Better than present minimum criteria [7] |
Roadway alignment appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
Channel protection: | Bank and embankment protection is severely undermined. River control devices have severe damage. Large deposits of debris are in the channel. [4] |
Scour condition: | Bridge foundations determined to be stable for assessed or calculated scour conditions; field review indicates action is required. [4] |
Sufficiency rating: | 30.6 |
Recommended work: | Bridge rehabilitation because of general structure deterioration or inadequate strength. [35] |
Estimated cost of work: | $168,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
January 2018 | Poor | Satisfactory | Poor | Poor | 400 | 30.6 |
February 2016 | Poor | Satisfactory | Poor | Poor | 400 | 30.6 |
December 2013 | Fair | Satisfactory | Fair | Fair | 400 | 46.7 |
December 2011 | Fair | Good | Satisfactory | Satisfactory | 400 | 48.7 |
December 2009 | Fair | Good | Satisfactory | Satisfactory | 400 | 48.7 |
February 2008 | Fair | Good | Satisfactory | Satisfactory | 400 | 48.7 |
March 2006 | Fair | Good | Satisfactory | Satisfactory | 400 | 48.7 |
December 2001 | Fair | Good | Satisfactory | Satisfactory | 400 | 48.7 |
December 1999 | Fair | Good | Fair | Fair | 400 | 46.9 |
December 1997 | Fair | Good | Fair | Fair | 400 | 46.9 |
December 1995 | Fair | Good | Fair | Fair | 400 | 46.7 |
October 1993 | Fair | Good | Fair | Fair | 400 | 46.7 |
March 1992 | Fair | Good | Fair | Fair | 400 | 46.7 |