SH 27 - 04 - 5.41 over LAKE SLOUGH
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | SH 27 - 04 - 5.41 over LAKE SLOUGH |
Structure number: | 000000000001622 |
Location: | .5 M W OF MURFREESBORO |
Purpose: | Carries highway over waterway |
Route classification: | Minor Arterial (Rural) [06] |
Length of largest span: | 29.9 ft. [9.1 m] |
Total length: | 89.9 ft. [27.4 m] |
Roadway width between curbs: | 44.0 ft. [13.4 m] |
Deck width edge-to-edge: | 46.9 ft. [14.3 m] |
Owner: | State Highway Agency [01] |
Year built: | 1933 |
Year reconstructed: | 1983 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | M 13.5 / H 15 [2] |
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: | Monolithic Concrete (concurrently placed with structural deck) [1] |
Latest Available Inspection: July 2018
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 3,300 [as of 2014] |
Truck traffic: | 1% of total traffic |
Deck condition: | Good [7 out of 9] |
Superstructure condition: | Good [7 out of 9] |
Substructure condition: | Satisfactory [6 out of 9] |
Structural appraisal: | Equal to present minimum criteria [6] |
Deck geometry appraisal: | Better than present minimum criteria [7] |
Water adequacy appraisal: | Better than present minimum criteria [7] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Channel protection: | Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8] |
Pier/abutment protection: | Navigation protection not required [1] |
Scour condition: | Bridge foundations determined to be stable for assessed or calculated scour condition. [5] |
Sufficiency rating: | 90.9 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
July 2018 | Fair | Good | Good | Satisfactory | 3300 | 90.9 |
July 2016 | Fair | Good | Good | Satisfactory | 3300 | 90.9 |
July 2014 | Fair | Good | Good | Satisfactory | 3300 | 90.9 |
July 2012 | Fair | Good | Good | Satisfactory | 3200 | 91.2 |
July 2010 | Fair | Good | Good | Satisfactory | 3200 | 91.2 |
July 2008 | Fair | Good | Good | Satisfactory | 3200 | 91.2 |
July 2006 | Fair | Good | Good | Satisfactory | 3400 | 66.3 |
August 2004 | Fair | Good | Good | Satisfactory | 3400 | 66.3 |
September 2002 | Good | Very Good | Very Good | Good | 3500 | 65.7 |
July 2000 | Good | Very Good | Very Good | Good | 3300 | 66.4 |
March 1998 | Good | Very Good | Very Good | Very Good | 2800 | 76.1 |
October 1996 | Good | Very Good | Very Good | Very Good | 1580 | 77.1 |
June 1994 | Good | Very Good | Very Good | Very Good | 1580 | 77.1 |
June 1992 | Good | Very Good | Very Good | Very Good | 1580 | 77.1 |
April 1990 | Good | Very Good | Very Good | Very Good | 2628 | 76.2 |
Element Data
Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
Element | Units | Quantity | 1-Good | 2-Fair | 3-Poor | 4-Serious |
---|
Superstructure |
Reinforced Concrete Girder/Beam | linear ft. | 360 | 360 | 0 | 0 | 0 |
Deck |
Reinforced Concrete Deck | sq. ft. | 4,230 | 690 | 3,500 | 40 | 0 |
Substructure |
Reinforced Concrete Abutment | linear ft. | 108 | 108 | 0 | 0 | 0 |
Reinforced Concrete Pile | each | 16 | 16 | 0 | 0 | 0 |
Reinforced Concrete Pier Cap | linear ft. | 190 | 183 | 4 | 3 | 0 |
Bridge Rail |
Reinforced Concrete Bridge Rail | linear ft. | 180 | 180 | 0 | 0 | 0 |