SH 115-01-LM 17.45 over MANSKER CR.
Map
Coordinates:
+36.28125, -90.9707936°16'53" N, 90°58'15" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.
Facts
Name: | SH 115-01-LM 17.45 over MANSKER CR. |
Structure number: | 0000000000A1700 |
Location: | .67 M NE JCT SH 90 |
Purpose: | Carries highway over waterway |
Route classification: | Minor Arterial (Urban) [16] |
Length of largest span: | 29.9 ft. [9.1 m] |
Total length: | 91.9 ft. [28.0 m] |
Roadway width between curbs: | 27.9 ft. [8.5 m] |
Deck width edge-to-edge: | 31.2 ft. [9.5 m] |
Skew angle: | 20° |
Owner: | State Highway Agency [01] |
Year built: | 1931 |
Year reconstructed: | 1975 |
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: | Concrete [1] |
Main spans design: | Tee beam [04] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: January 2017
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 4,700 [as of 2014] |
Truck traffic: | 1% of total traffic |
Deck condition: | Good [7 out of 9] |
Superstructure condition: | Satisfactory [6 out of 9] |
Substructure condition: | Good [7 out of 9] |
Structural appraisal: | Equal to present minimum criteria [6] |
Deck geometry appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
Water adequacy appraisal: | Equal to present minimum criteria [6] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Channel protection: | Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6] |
Pier/abutment protection: | None present but re-evaluation suggested [5] |
Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
Operating rating: | 59.8 tons [54.4 metric tons] |
Inventory rating: | 36.0 tons [32.7 metric tons] |
Sufficiency rating: | 78.3 |
Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
Estimated cost of work: | $705,000 |
Previous Inspections
Date | Suff. Rating | Condition | Deck | Superstructure | Substructure | SD/FO | ADT |
---|
January 2017 | 78.3 | Fair | Good | Satisfactory | Good | - | 4700 |
January 2015 | 78.3 | Fair | Good | Satisfactory | Good | - | 4700 |
February 2013 | 78.3 | Fair | Good | Satisfactory | Good | - | 4600 |
February 2011 | 78.3 | Fair | Good | Satisfactory | Good | - | 4600 |
February 2009 | 78.3 | Fair | Good | Satisfactory | Good | - | 4600 |
February 2007 | 68.1 | Fair | Good | Satisfactory | Good | - | 4500 |
March 2005 | 67.9 | Good | Good | Good | Good | - | 4800 |
June 2003 | 63.9 | Good | Good | Good | Good | FO | 5400 |
March 2001 | 67.5 | Good | Good | Good | Good | - | 4900 |
March 1999 | 67.5 | Good | Good | Good | Good | - | 4900 |
January 1997 | 73.1 | Good | Good | Good | Good | - | 1910 |
February 1995 | 72.2 | Good | Good | Good | Good | - | 1910 |
January 1993 | 83.5 | Good | Good | Good | Good | - | 1910 |
May 1990 | 78.0 | Good | Good | Good | Good | - | 3522 |