US 380 over SALT FORK BRAZOS RIVER
Map
Coordinates:
+33.16763, -100.6314833°10'03" N, 100°37'53" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | US 380 over SALT FORK BRAZOS RIVER |
Structure number: | 081320026301023 |
Location: | 0.6 MI SW OF FM 1083 |
Purpose: | Carries highway over waterway |
Route classification: | Minor Arterial (Rural) [06] |
Length of largest span: | 69.9 ft. [21.3 m] |
Total length: | 841.9 ft. [256.6 m] |
Roadway width between curbs: | 40.4 ft. [12.3 m] |
Deck width edge-to-edge: | 42.0 ft. [12.8 m] |
Owner: | State Highway Agency [01] |
Year built: | 1978 |
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: | 12 |
Main spans material: | Prestressed concrete [5] |
Main spans design: | Stringer/Multi-beam or girder [02] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: May 2017
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 560 [as of 2013] |
Truck traffic: | 21% 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: | Superior to present desirable criteria [9] |
Water adequacy appraisal: | Equal to present minimum criteria [6] |
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: | 95.7 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
May 2017 | Fair | Satisfactory | Satisfactory | Satisfactory | 560 | 95.7 |
May 2015 | Fair | Satisfactory | Good | Good | 560 | 96.2 |
June 2013 | Fair | Satisfactory | Good | Good | 620 | 96.1 |
May 2011 | Fair | Satisfactory | Good | Good | 550 | 98.2 |
May 2009 | Good | Good | Good | Good | 470 | 99.3 |
April 2007 | Good | Good | Good | Good | 620 | 97.1 |
May 2005 | Good | Good | Good | Good | 620 | 97.1 |
April 2003 | Fair | Good | Good | Satisfactory | 560 | 97.2 |
April 2001 | Fair | Good | Very Good | Satisfactory | 560 | 97.2 |
March 1999 | Good | Good | Very Good | Good | 530 | 97.2 |
June 1997 | Good | Good | Very Good | Good | 520 | 92.2 |
August 1995 | Good | Good | Very Good | Very Good | 480 | 92.2 |
February 1993 | Good | Good | Very Good | Very Good | 570 | 97.1 |
November 1990 | Good | Good | Very Good | Very Good | 530 | 97.2 |