BUS US 77 over SAN FERNANDO CREEK
Map
Coordinates:
+27.55025, -97.8409627°33'01" N, 97°50'27" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | BUS US 77 over SAN FERNANDO CREEK |
Structure number: | 161370010212013 |
Location: | 0.5 MI N OF FM 1355 |
Purpose: | Carries highway over waterway |
Route classification: | Minor Arterial (Rural) [06] |
Length of largest span: | 30.8 ft. [9.4 m] |
Total length: | 186.0 ft. [56.7 m] |
Roadway width between curbs: | 63.7 ft. [19.4 m] |
Deck width edge-to-edge: | 66.6 ft. [20.3 m] |
Owner: | State Highway Agency [01] |
Year built: | 1922 |
Year reconstructed: | 1993 |
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: | 6 |
Main spans material: | Concrete [1] |
Main spans design: | Tee beam [04] |
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: | 3,760 [as of 2013] |
Truck traffic: | 8% of total traffic |
Deck condition: | Satisfactory [6 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: | 90.2 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
July 2018 | Fair | Satisfactory | Satisfactory | Satisfactory | 3760 | 90.2 |
July 2016 | Fair | Satisfactory | Satisfactory | Satisfactory | 3760 | 90.0 |
July 2014 | Fair | Satisfactory | Satisfactory | Satisfactory | 5400 | 97.0 |
August 2012 | Fair | Satisfactory | Satisfactory | Satisfactory | 5400 | 97.0 |
July 2010 | Fair | Good | Good | Satisfactory | 5800 | 96.8 |
July 2008 | Fair | Satisfactory | Satisfactory | Satisfactory | 4900 | 95.2 |
May 2006 | Fair | Satisfactory | Satisfactory | Satisfactory | 8100 | 94.0 |
March 2004 | Good | Good | Good | Good | 7800 | 93.9 |
February 2002 | Good | Good | Good | Good | 7000 | 94.2 |
February 2000 | Good | Very Good | Good | Good | 7500 | 94.0 |
January 1998 | Fair | Good | Satisfactory | Satisfactory | 8600 | 93.5 |
January 1996 | Good | Good | Good | Good | 7900 | 93.8 |
December 1993 | Good | Good | Good | Good | 7900 | 93.8 |
November 1991 | Good | Good | Very Good | Good | 7500 | 91.1 |