SH 141 over CATTLE PASS
Map
Coordinates:
+27.53096, -97.9268427°31'51" N, 97°55'37" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | SH 141 over CATTLE PASS |
Structure number: | 161370038304010 |
Location: | 4.60 MI W OF BUS 77 |
Purpose: | Carries highway over waterway |
Route classification: | Minor Arterial (Rural) [06] |
Length of largest span: | 20.0 ft. [6.1 m] |
Total length: | 49.9 ft. [15.2 m] |
Roadway width between curbs: | 41.7 ft. [12.7 m] |
Deck width edge-to-edge: | 44.3 ft. [13.5 m] |
Owner: | State Highway Agency [01] |
Year built: | 1957 |
Historic significance: | Bridge is possibly eligible for the National Register of Historic Places [3] |
Main span material: | Concrete [1] |
Main span design: | Slab [01] |
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: | 5,110 [as of 2013] |
Truck traffic: | 6% of total traffic |
Deck condition: | Satisfactory [6 out of 9] |
Superstructure condition: | Satisfactory [6 out of 9] |
Substructure condition: | Good [7 out of 9] |
Structural appraisal: | Equal to present minimum criteria [6] |
Deck geometry appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Water adequacy appraisal: | Equal to present desirable criteria [8] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Channel protection: | Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5] |
Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
Sufficiency rating: | 79.1 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
July 2018 | Fair | Satisfactory | Satisfactory | Good | 5110 | 79.1 |
July 2016 | Fair | Satisfactory | Satisfactory | Good | 5110 | 78.8 |
July 2014 | Fair | Satisfactory | Satisfactory | Good | 4200 | 91.1 |
August 2012 | Fair | Satisfactory | Satisfactory | Good | 4200 | 92.1 |
July 2010 | Fair | Satisfactory | Satisfactory | Good | 4100 | 91.3 |
June 2008 | Fair | Satisfactory | Satisfactory | Good | 4100 | 92.3 |
May 2006 | Fair | Satisfactory | Satisfactory | Good | 6100 | 87.4 |
March 2004 | Good | Very Good | Good | Good | 6200 | 88.6 |
February 2002 | Good | Very Good | Good | Good | 4500 | 93.2 |
February 2000 | Good | Very Good | Good | Good | 4200 | 93.7 |
January 1998 | Good | Good | Good | Good | 3900 | 94.1 |
January 1996 | Good | Good | Good | Good | 3800 | 94.3 |
November 1993 | Good | Very Good | Good | Good | 3800 | 94.3 |
October 1991 | Good | Very Good | Very Good | Very Good | 4100 | 90.7 |