SH 152 EB over Bear Creek
Map
Coordinates:
+35.64248, -101.3129735°38'33" N, 101°18'47" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | SH 152 EB over Bear Creek |
Structure number: | 041180045501008 |
Location: | 2.5 MI E OF FM 2171 |
Purpose: | Carries highway over waterway |
Route classification: | Minor Arterial (Rural) [06] |
Length of largest span: | 58.1 ft. [17.7 m] |
Total length: | 174.9 ft. [53.3 m] |
Roadway width between curbs: | 37.1 ft. [11.3 m] |
Deck width edge-to-edge: | 40.0 ft. [12.2 m] |
Owner: | State Highway Agency [01] |
Year built: | 1988 |
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 Precast Panels [2] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: November 2017
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 1,500 [as of 2013] |
Truck traffic: | 8% of total traffic |
Deck condition: | Good [7 out of 9] |
Superstructure condition: | Good [7 out of 9] |
Substructure condition: | Satisfactory [6 out of 9] |
Structural appraisal: | Equal to present minimum criteria [6] |
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 is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6] |
Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
Sufficiency rating: | 97.9 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
November 2017 | Fair | Good | Good | Satisfactory | 1500 | 97.9 |
November 2015 | Fair | Good | Good | Satisfactory | 1500 | 97.9 |
November 2013 | Fair | Good | Good | Satisfactory | 1300 | 97.9 |
March 2012 | Fair | Good | Good | Satisfactory | 1200 | 97.9 |
February 2010 | Fair | Good | Very Good | Satisfactory | 1250 | 97.9 |
February 2008 | Fair | Good | Very Good | Satisfactory | 1500 | 97.9 |
March 2006 | Fair | Good | Very Good | Satisfactory | 1250 | 97.9 |
February 2004 | Fair | Very Good | Very Good | Satisfactory | 1200 | 97.9 |
February 2002 | Good | Very Good | Very Good | Good | 1400 | 97.9 |
March 2000 | Good | Very Good | Very Good | Good | 1150 | 97.9 |
March 1998 | Good | Very Good | Very Good | Good | 1150 | 97.9 |
March 1996 | Good | Very Good | Very Good | Good | 1150 | 97.9 |
March 1994 | Good | Good | Very Good | Good | 1200 | 97.9 |
May 1992 | Good | Good | Very Good | Good | 1250 | 97.9 |
April 1990 | Good | Very Good | Very Good | Good | 1150 | 97.9 |