US 69 over TURKEY CREEK
Map
Coordinates:
+30.79317, -94.4262430°47'35" N, 94°25'34" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | US 69 over TURKEY CREEK |
Structure number: | 202290020006020 |
Location: | 1.60 MI N OF US 190 |
Purpose: | Carries highway over waterway |
Route classification: | Principal Arterial - Other (Rural) [02] |
Length of largest span: | 20.0 ft. [6.1 m] |
Total length: | 160.1 ft. [48.8 m] |
Roadway width between curbs: | 47.9 ft. [14.6 m] |
Deck width edge-to-edge: | 50.5 ft. [15.4 m] |
Owner: | State Highway Agency [01] |
Year built: | 1934 |
Year reconstructed: | 1973 |
Historic significance: | Bridge is possibly eligible for the National Register of Historic Places [3] |
Design load: | M 13.5 / H 15 [2] |
Number of main spans: | 8 |
Main spans material: | Steel continuous [4] |
Main spans design: | Stringer/Multi-beam or girder [02] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: July 2018
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 6,230 [as of 2013] |
Truck traffic: | 11% of total traffic |
Deck condition: | Satisfactory [6 out of 9] |
Superstructure condition: | Satisfactory [6 out of 9] |
Substructure condition: | Satisfactory [6 out of 9] |
Structural appraisal: | Equal to present minimum criteria [6] |
Deck geometry appraisal: | Superior to present desirable criteria [9] |
Water adequacy appraisal: | Equal to present minimum criteria [6] |
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: | 96.1 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
July 2018 | Fair | Satisfactory | Satisfactory | Satisfactory | 6230 | 96.1 |
July 2016 | Fair | Satisfactory | Satisfactory | Satisfactory | 6230 | 96.1 |
July 2014 | Fair | Satisfactory | Satisfactory | Satisfactory | 6000 | 95.2 |
August 2012 | Fair | Satisfactory | Satisfactory | Satisfactory | 6000 | 86.0 |
September 2010 | Fair | Satisfactory | Satisfactory | Satisfactory | 6000 | 87.3 |
January 2009 | Fair | Satisfactory | Satisfactory | Satisfactory | 6300 | 87.2 |
April 2007 | Fair | Satisfactory | Satisfactory | Good | 7000 | 84.8 |
June 2005 | Fair | Satisfactory | Satisfactory | Good | 6800 | 84.9 |
September 2003 | Fair | Satisfactory | Satisfactory | Good | 6800 | 86.4 |
August 2001 | Fair | Good | Satisfactory | Good | 6000 | 86.6 |
October 1999 | Fair | Good | Satisfactory | Good | 6600 | 86.5 |
May 1997 | Fair | Good | Satisfactory | Good | 6800 | 86.4 |
August 1994 | Good | Good | Good | Good | 6400 | 86.6 |
September 1991 | Good | Good | Good | Good | 5800 | 82.0 |
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. | 640 | 630 | 9 | 1 | 0 |
Steel Girder/Beam | linear ft. | 800 | 0 | 720 | 80 | 0 |
Deck |
Reinforced Concrete Deck | sq. ft. | 8,040 | 8,040 | 0 | 0 | 0 |
Substructure |
Reinforced Concrete Abutment | linear ft. | 100 | 91 | 4 | 5 | 0 |
Prestressed Concrete Pile | each | 56 | 56 | 0 | 0 | 0 |
Reinforced Concrete Pier Cap | linear ft. | 364 | 338 | 8 | 18 | 0 |
Bearings |
Movable Bearing | each | 40 | 0 | 39 | 1 | 0 |
Fixed Bearing | each | 40 | 0 | 40 | 0 | 0 |
Bridge Rail |
Reinforced Concrete Bridge Rail | linear ft. | 342 | 342 | 0 | 0 | 0 |