FM 1913 over Big Blue Creek
Map
Coordinates:
+35.72139, -101.6623935°43'17" N, 101°39'45" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | FM 1913 over Big Blue Creek |
Structure number: | 041710124402003 |
Location: | 9.3 Mi S of SH 152 |
Purpose: | Carries highway over waterway |
Route classification: | Major Collector (Rural) [07] |
Length of largest span: | 40.0 ft. [12.2 m] |
Total length: | 520.0 ft. [158.5 m] |
Roadway width between curbs: | 27.9 ft. [8.5 m] |
Deck width edge-to-edge: | 31.2 ft. [9.5 m] |
Owner: | State Highway Agency [01] |
Year built: | 1965 |
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: | 13 |
Main spans material: | Concrete [1] |
Main spans design: | Stringer/Multi-beam or girder [02] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: September 2017
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 350 [as of 2013] |
Truck traffic: | 23% of total traffic |
Deck condition: | Good [7 out of 9] |
Superstructure condition: | Satisfactory [6 out of 9] |
Substructure condition: | Fair [5 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 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 assessed or calculated scour condition. [5] |
Sufficiency rating: | 85.1 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
September 2017 | Fair | Good | Satisfactory | Fair | 350 | 85.1 |
September 2015 | Fair | Good | Satisfactory | Fair | 350 | 84.3 |
September 2013 | Fair | Good | Satisfactory | Fair | 340 | 84.3 |
March 2012 | Fair | Good | Satisfactory | Fair | 240 | 84.4 |
March 2010 | Fair | Good | Fair | Satisfactory | 220 | 84.6 |
March 2008 | Fair | Good | Satisfactory | Satisfactory | 270 | 95.5 |
March 2006 | Fair | Good | Satisfactory | Satisfactory | 280 | 95.5 |
March 2004 | Fair | Good | Satisfactory | Satisfactory | 230 | 95.4 |
April 2002 | Fair | Satisfactory | Satisfactory | Fair | 240 | 76.7 |
May 2000 | Fair | Satisfactory | Satisfactory | Fair | 280 | 76.6 |
June 1998 | Fair | Good | Good | Satisfactory | 410 | 86.6 |
June 1996 | Good | Good | Good | Good | 410 | 86.6 |
June 1994 | Good | Good | Good | Good | 360 | 87.6 |
June 1992 | Good | Good | Good | Good | 250 | 94.9 |
April 1990 | Good | Good | Good | Good | 170 | 95.0 |