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US 60 E over CANE CR
Map
Coordinates:
+36.90874, -90.72233
36°54'31" N, 90°43'20" W
+36.90874, -90.72233
36°54'31" N, 90°43'20" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | US 60 E over CANE CR |
| Structure number: | 29843 |
| Location: | S 15 T 26 N R 3 E |
| Purpose: | Carries highway over waterway |
| Route classification: | Principal Arterial - Other (Rural) [02] |
| Length of largest span: | 110.9 ft. [33.8 m] |
| Total length: | 320.9 ft. [97.8 m] |
| Roadway width between curbs: | 38.1 ft. [11.6 m] |
| Deck width edge-to-edge: | 40.7 ft. [12.4 m] |
| Skew angle: | 30° |
| Owner: | State Highway Agency [01] |
| Year built: | 2004 |
| Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
| Design load: | MS 18+Mod / HS 20+Mod [6] |
| Number of main spans: | 3 |
| Main spans material: | Prestressed concrete continuous [6] |
| Main spans design: | Tee beam [04] |
| Deck type: | Concrete Cast-in-Place [1] |
| Wearing surface: | Low slump Concrete [4] |
Latest Available Inspection: December 2017
| Good/Fair/Poor Condition: | Fair |
| Status: | Open, no restriction [A] |
| Average daily traffic: | 2,646 [as of 2016] |
| Truck traffic: | 18% of total traffic |
| Deck condition: | Satisfactory [6 out of 9] |
| Superstructure condition: | Very Good [8 out of 9] |
| Substructure condition: | Very Good [8 out of 9] |
| Structural appraisal: | Equal to present desirable criteria [8] |
| Deck geometry appraisal: | Better than present minimum criteria [7] |
| 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: | 98.3 |
Previous Inspections
| Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
|---|---|---|---|---|---|---|
| December 2017 | Fair | Satisfactory | Very Good | Very Good | 2646 | 98.3 |
| March 2017 | Fair | Satisfactory | Very Good | Very Good | 2646 | 98.3 |
| August 2015 | Good | Good | Excellent | Very Good | 2559 | 98.3 |
| December 2013 | Good | Good | Excellent | Very Good | 2946 | 98.1 |
| December 2011 | Good | Good | Excellent | Good | 2949 | 98.1 |
| December 2009 | Good | Very Good | Excellent | Good | 2423 | 98.4 |
| December 2007 | Good | Excellent | Excellent | Good | 2529 | 98.3 |
| October 2005 | Good | Excellent | Excellent | Excellent | 5052 | 96.7 |
| October 2003 | Good | Excellent | Excellent | Excellent | 2429 | 98.4 |
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 | ||||||
| Prestressed Concrete Girder/Beam | linear ft. | 1,551 | 1,551 | 0 | 0 | 0 |
| Deck | ||||||
| Reinforced Concrete Deck | sq. ft. | 13,054 | 6,527 | 6,527 | 0 | 0 |
| Substructure | ||||||
| Reinforced Concrete Column | each | 6 | 6 | 0 | 0 | 0 |
| Reinforced Concrete Abutment | linear ft. | 162 | 154 | 8 | 0 | 0 |
| Reinforced Concrete Pier Cap | linear ft. | 90 | 90 | 0 | 0 | 0 |
| Bearings | ||||||
| Enclosed/Concealed Bearing | each | 30 | 30 | 0 | 0 | 0 |
| Bridge Rail | ||||||
| Reinforced Concrete Bridge Rail | linear ft. | 710 | 710 | 0 | 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/1287233
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1287233