U.S. 75 over CEDAR CREEK
Map
Coordinates:
+34.72426, -96.2627434°43'27" N, 96°15'46" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | U.S. 75 over CEDAR CREEK |
Structure number: | 237760000000000 |
Location: | 10.7 MI N SH3 |
Purpose: | Carries highway over waterway |
Route classification: | Minor Arterial (Rural) [06] |
Length of largest span: | 49.9 ft. [15.2 m] |
Total length: | 131.9 ft. [40.2 m] |
Roadway width between curbs: | 40.0 ft. [12.2 m] |
Deck width edge-to-edge: | 42.3 ft. [12.9 m] |
Owner: | State Highway Agency [01] |
Year built: | 1994 |
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: | Prestressed concrete [5] |
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: September 2018
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 1,900 [as of 2016] |
Truck traffic: | 16% of total traffic |
Deck condition: | Good [7 out of 9] |
Superstructure condition: | Good [7 out of 9] |
Substructure condition: | Good [7 out of 9] |
Structural appraisal: | Better than present minimum criteria [7] |
Deck geometry appraisal: | Better than present minimum criteria [7] |
Water adequacy appraisal: | Equal to present desirable criteria [8] |
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] |
Pier/abutment protection: | Navigation protection not required [1] |
Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
Sufficiency rating: | 93.8 |
Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
Estimated cost of work: | $1,692,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
September 2018 | Good | Good | Good | Good | 1900 | 93.8 |
September 2016 | Good | Good | Good | Good | 1900 | 93.8 |
September 2014 | Good | Good | Good | Good | 1900 | 93.8 |
September 2012 | Good | Good | Good | Good | 1900 | 93.8 |
September 2010 | Good | Good | Good | Good | 1800 | 94.1 |
September 2008 | Good | Good | Good | Good | 1800 | 94.1 |
April 2006 | Good | Good | Good | Good | 450 | 98.4 |
March 2004 | Fair | Satisfactory | Good | Good | 440 | 98.4 |
May 2002 | Good | Good | Good | Good | 420 | 98.5 |
April 2000 | Fair | Satisfactory | Good | Good | 420 | 98.5 |
February 1996 | Fair | Satisfactory | Very Good | Satisfactory | 500 | 98.3 |
September 1994 | Good | Very Good | Very Good | Very Good | 500 | 98.3 |