SH 16 over San Miguel Creek
Map
Coordinates:
+28.58691, -98.5460728°35'13" N, 98°32'46" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | SH 16 over San Miguel Creek |
Structure number: | 151620051702020 |
Location: | 2.60 Mi S of FM 791 |
Purpose: | Carries highway over waterway |
Route classification: | Minor Arterial (Rural) [06] |
Length of largest span: | 65.0 ft. [19.8 m] |
Total length: | 455.1 ft. [138.7 m] |
Roadway width between curbs: | 44.0 ft. [13.4 m] |
Deck width edge-to-edge: | 45.9 ft. [14.0 m] |
Owner: | State Highway Agency [01] |
Year built: | 1954 |
Year reconstructed: | 1993 |
Historic significance: | Bridge is possibly eligible for the National Register of Historic Places [3] |
Design load: | M 18 / H 20 [4] |
Number of main spans: | 3 |
Main spans material: | Steel continuous [4] |
Main spans design: | Stringer/Multi-beam or girder [02] |
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: | 7,730 [as of 2013] |
Truck traffic: | 26% of total traffic |
Deck condition: | Fair [5 out of 9] |
Superstructure condition: | Satisfactory [6 out of 9] |
Substructure condition: | Good [7 out of 9] |
Structural appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
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 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: | 66.3 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
July 2018 | Fair | Fair | Satisfactory | Good | 7730 | 66.3 |
July 2016 | Fair | Satisfactory | Satisfactory | Good | 7730 | 67.0 |
January 2015 | Fair | Satisfactory | Satisfactory | Good | 3600 | 67.0 |
January 2013 | Fair | Satisfactory | Satisfactory | Good | 3600 | 67.0 |
January 2011 | Fair | Satisfactory | Satisfactory | Good | 1800 | 73.3 |
February 2009 | Fair | Satisfactory | Satisfactory | Good | 1800 | 72.3 |
February 2007 | Fair | Satisfactory | Satisfactory | Good | 1700 | 73.8 |
January 2005 | Fair | Satisfactory | Good | Good | 1700 | 74.4 |
February 2003 | Fair | Satisfactory | Good | Good | 1500 | 76.4 |
February 2001 | Fair | Satisfactory | Satisfactory | Good | 1500 | 82.4 |
December 1998 | Fair | Satisfactory | Good | Good | 1400 | 82.8 |
June 1996 | Fair | Satisfactory | Good | Good | 1050 | 84.5 |
April 1994 | Good | Very Good | Good | Very Good | 890 | 85.2 |
September 1991 | Good | Good | Good | Very Good | 970 | 78.1 |