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US-127 over SPRING CREEK
Map
Coordinates:
+36.65417, -85.10944
36°39'15" N, 85°06'34" W
+36.65417, -85.10944
36°39'15" N, 85°06'34" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | US-127 over SPRING CREEK |
| Structure number: | 027B00008N |
| Old structure number: | 027*0127*B0008 (from 1992 edition) |
| Location: | .20 MI NOR. OF JCT KY 969 |
| Purpose: | Carries highway over waterway |
| Route classification: | Local (Rural) [09] |
| Length of largest span: | 44.9 ft. [13.7 m] |
| Total length: | 96.1 ft. [29.3 m] |
| Roadway width between curbs: | 21.0 ft. [6.4 m] |
| Deck width edge-to-edge: | 23.3 ft. [7.1 m] |
| Owner: | State Highway Agency [01] |
| Year built: | 1928 |
| 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: | 2 |
| 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: December 2017
| Good/Fair/Poor Condition: | Fair |
| Status: | Open, no restriction [A] |
| Average daily traffic: | 4,154 [as of 2012] |
| Truck traffic: | 19% of total traffic |
| Deck condition: | Satisfactory [6 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: | Basically intolerable requiring high priority of replacement [2] |
| Water adequacy appraisal: | Superior to present desirable criteria [9] |
| Roadway alignment appraisal: | Equal to present desirable criteria [8] |
| Channel protection: | Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7] |
| Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
| Sufficiency rating: | 61.0 |
| Recommended work: | Widening of existing bridge with deck rehabilitation or replacement. [34] |
| Estimated cost of work: | $280,000 |
Previous Inspections
| Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
|---|---|---|---|---|---|---|
| December 2017 | Fair | Satisfactory | Satisfactory | Good | 4154 | 61.0 |
| December 2015 | Fair | Satisfactory | Satisfactory | Good | 4154 | 61.0 |
| December 2013 | Fair | Satisfactory | Satisfactory | Good | 4154 | 61.0 |
| December 2011 | Fair | Satisfactory | Satisfactory | Good | 4130 | 61.0 |
| December 2009 | Fair | Satisfactory | Satisfactory | Good | 4060 | 61.0 |
| December 2007 | Fair | Satisfactory | Satisfactory | Good | 4760 | 61.0 |
| December 2005 | Fair | Very Good | Satisfactory | Good | 4257 | 61.0 |
| December 2003 | Fair | Very Good | Satisfactory | Good | 5975 | 61.0 |
| December 2001 | Fair | Very Good | Satisfactory | Good | 5975 | 61.0 |
| December 1999 | Fair | Very Good | Satisfactory | Good | 5975 | 61.0 |
| December 1997 | Fair | Very Good | Satisfactory | Good | 5975 | 57.0 |
| December 1995 | Fair | Very Good | Satisfactory | Good | 2450 | 57.0 |
| December 1993 | Fair | Satisfactory | Satisfactory | Good | 2857 | 54.0 |
| December 1991 | Fair | Satisfactory | Satisfactory | Good | 2857 | 54.0 |
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 Closed Web/Box Girder | linear ft. | 360 | 328 | 32 | 0 | 0 |
| Deck | ||||||
| Reinforced Concrete Deck | sq. ft. | 2,239 | 1,952 | 287 | 0 | 0 |
| Substructure | ||||||
| Masonry Pier Wall | linear ft. | 24 | 24 | 0 | 0 | 0 |
| Masonry Abutment | linear ft. | 144 | 136 | 8 | 0 | 0 |
| Reinforced Concrete Pier Cap | linear ft. | 24 | 20 | 4 | 0 | 0 |
| Bridge Rail | ||||||
| Steel or Aluminum Bridge Rail | linear ft. | 40 | 40 | 0 | 0 | 0 |
| Steel Protective Coating | sq. ft. | 160 | 160 | 0 | 0 | 0 |
| Reinforced Concrete Bridge Rail | linear ft. | 180 | 0 | 180 | 0 | 0 |
© Copyright 2012-20, James Baughn
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1209796
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1209796