U.S. 75 over PINE CREEK
Map
Coordinates:
+34.74880, -96.2652634°44'56" N, 96°15'55" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | U.S. 75 over PINE CREEK |
Structure number: | 136230000000000 |
Old structure number: | 1504 1220 X (from 1992 edition) |
Location: | 12.2 MI N SH3 |
Purpose: | Carries highway over waterway |
Route classification: | Minor Arterial (Rural) [06] |
Length of largest span: | 14.1 ft. [4.3 m] |
Total length: | 42.0 ft. [12.8 m] |
Owner: | State Highway Agency [01] |
Year built: | 1956 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 18 / HS 20 [5] |
Number of main spans: | 3 |
Main spans material: | Concrete [1] |
Main spans design: | Culvert [19] |
Deck type: | Not applicable [N] |
Latest Available Inspection: September 2018
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 1,800 [as of 2016] |
Truck traffic: | 16% of total traffic |
Structural appraisal: | Equal to present minimum criteria [6] |
Water adequacy appraisal: | Better than present minimum criteria [7] |
Roadway alignment appraisal: | Better than present minimum criteria [7] |
Channel protection: | Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5] |
Pier/abutment protection: | Navigation protection not required [1] |
Culvert condition: | Deterioration or initial disintegration, minor chloride contamination, cracking with some leaching, or spalls on concrete or masonry walls and slabs. Local minor scouring at curtain walls, wingwalls or pipes. Metal culverts have a smooth curvature, non-symmetrical shape, significant corrosion or moderate pitting. [6] |
Scour condition: | Countermeasures have been installed to mitigate an existing problem with scour. [7] |
Sufficiency rating: | 94.1 |
Recommended work: | Widening of existing bridge or other major structure without deck rehabilitation or replacement [33] |
Estimated cost of work: | $844,000 |
Previous Inspections
Date | Condition | Culvert Condition | ADT | Suff. Rating |
---|
September 2018 | Fair | 6 out of 10 | 1800 | 94.1 |
September 2016 | Fair | 6 out of 10 | 1800 | 94.1 |
September 2014 | Fair | 6 out of 10 | 1800 | 94.1 |
September 2012 | Fair | 6 out of 10 | 1800 | 94.1 |
September 2010 | Fair | 6 out of 10 | 2000 | 93.5 |
September 2008 | Fair | 6 out of 10 | 2000 | 93.5 |
May 2006 | Fair | 6 out of 10 | 450 | 98.4 |
March 2004 | Fair | 6 out of 10 | 440 | 98.4 |
May 2002 | Fair | 5 out of 10 | 420 | 87.3 |
April 2000 | Fair | 6 out of 10 | 420 | 98.5 |
February 1996 | Good | 7 out of 10 | 500 | 98.3 |
November 1993 | Fair | 5 out of 10 | 500 | 84.0 |
November 1991 | Fair | 6 out of 10 | 430 | 95.5 |