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US 71 S over GORDON HOLLOW BR
Map
Coordinates:
+36.51436, -94.28498
36°30'52" N, 94°17'06" W
+36.51436, -94.28498
36°30'52" N, 94°17'06" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | US 71 S over GORDON HOLLOW BR |
| Structure number: | 29421 |
| Location: | S 28 T 21 N R 31 W |
| Purpose: | Carries highway over waterway |
| Route classification: | Principal Arterial - Other (Rural) [02] |
| Length of largest span: | 65.3 ft. [19.9 m] |
| Total length: | 195.9 ft. [59.7 m] |
| Roadway width between curbs: | 36.1 ft. [11.0 m] |
| Deck width edge-to-edge: | 42.3 ft. [12.9 m] |
| Skew angle: | 2° |
| 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 22.5 / HS 25 [9] |
| Number of main spans: | 3 |
| Main spans material: | Prestressed concrete continuous [6] |
| Main spans design: | Stringer/Multi-beam or girder [02] |
| Deck type: | Concrete Cast-in-Place [1] |
| Wearing surface: | Monolithic Concrete (concurrently placed with structural deck) [1] |
Latest Available Inspection: October 2018
| Good/Fair/Poor Condition: | Fair |
| Status: | Open, no restriction [A] |
| Average daily traffic: | 9,439 [as of 2017] |
| Truck traffic: | 13% 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: | Equal to present minimum criteria [6] |
| 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: | 97.1 |
Previous Inspections
| Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
|---|---|---|---|---|---|---|
| October 2018 | Fair | Satisfactory | Very Good | Very Good | 9439 | 97.1 |
| October 2016 | Good | Good | Very Good | Excellent | 9191 | 97.1 |
| October 2014 | Good | Good | Very Good | Excellent | 11197 | 97.0 |
| November 2012 | Good | Very Good | Excellent | Excellent | 11170 | 99.0 |
| January 2011 | Good | Very Good | Excellent | Excellent | 10559 | 97.0 |
| January 2009 | Good | Very Good | Excellent | Excellent | 10471 | 97.0 |
| January 2007 | Good | Very Good | Excellent | Excellent | 10735 | 97.0 |
| March 2003 | Good | Excellent | Excellent | Excellent | 6828 | 97.4 |
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. | 963 | 962 | 1 | 0 | 0 |
| Deck | ||||||
| Reinforced Concrete Deck | sq. ft. | 8,238 | 6,576 | 1,647 | 15 | 0 |
| Substructure | ||||||
| Reinforced Concrete Column | each | 6 | 6 | 0 | 0 | 0 |
| Reinforced Concrete Abutment | linear ft. | 100 | 91 | 9 | 0 | 0 |
| Reinforced Concrete Pier Cap | linear ft. | 78 | 78 | 0 | 0 | 0 |
| Bearings | ||||||
| Enclosed/Concealed Bearing | each | 30 | 30 | 0 | 0 | 0 |
| Bridge Rail | ||||||
| Reinforced Concrete Bridge Rail | linear ft. | 390 | 341 | 49 | 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/1286779
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1286779