SH 152 over West Fork Big Creek
Map
Coordinates:
+35.82963, -101.5288335°49'47" N, 101°31'44" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | SH 152 over West Fork Big Creek |
Structure number: | 041180055702002 |
Location: | 0.4 MI W OF FM 1923 |
Purpose: | Carries highway over waterway |
Route classification: | Minor Arterial (Rural) [06] |
Length of largest span: | 40.0 ft. [12.2 m] |
Total length: | 160.1 ft. [48.8 m] |
Roadway width between curbs: | 41.3 ft. [12.6 m] |
Deck width edge-to-edge: | 44.9 ft. [13.7 m] |
Owner: | State Highway Agency [01] |
Year built: | 1940 |
Year reconstructed: | 1959 |
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: | 4 |
Main spans material: | Steel [3] |
Main spans design: | Stringer/Multi-beam or girder [02] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: November 2017
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 1,410 [as of 2013] |
Truck traffic: | 27% of total traffic |
Deck condition: | Fair [5 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: | Better than present minimum criteria [7] |
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: | 85.0 |
Recommended work: | Other structural work, including hydraulic replacements. [38] |
Estimated cost of work: | $18,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
November 2017 | Fair | Fair | Satisfactory | Satisfactory | 1410 | 85.0 |
November 2015 | Fair | Fair | Satisfactory | Fair | 1410 | 74.4 |
November 2013 | Fair | Fair | Satisfactory | Fair | 1350 | 74.5 |
March 2012 | Fair | Fair | Satisfactory | Fair | 1100 | 76.1 |
February 2010 | Fair | Fair | Satisfactory | Satisfactory | 1150 | 88.5 |
February 2008 | Fair | Fair | Satisfactory | Satisfactory | 1350 | 88.4 |
February 2006 | Fair | Fair | Satisfactory | Satisfactory | 1150 | 87.5 |
February 2004 | Fair | Fair | Satisfactory | Fair | 1100 | 75.1 |
March 2003 | Poor | Fair | Satisfactory | Poor | 1250 | 59.6 |
February 2002 | Poor | Fair | Satisfactory | Poor | 1200 | 59.6 |
March 2000 | Fair | Satisfactory | Satisfactory | Fair | 1300 | 76.9 |
March 1998 | Fair | Good | Good | Satisfactory | 1100 | 88.3 |
March 1996 | Good | Good | Good | Good | 1100 | 88.3 |
March 1994 | Good | Good | Good | Good | 1050 | 73.7 |
May 1992 | Good | Good | Good | Good | 880 | 82.8 |
April 1990 | Good | Good | Good | Good | 940 | 82.7 |