SH 354 over Draw
Map
Coordinates:
+35.67504, -102.2807435°40'30" N, 102°16'51" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | SH 354 over Draw |
Structure number: | 041040004103022 |
Location: | 7.4 Mi W of Moore C/L |
Purpose: | Carries highway over waterway |
Route classification: | Major Collector (Rural) [07] |
Length of largest span: | 5.9 ft. [1.8 m] |
Total length: | 26.9 ft. [8.2 m] |
Roadway width between curbs: | 42.0 ft. [12.8 m] |
Deck width edge-to-edge: | 43.6 ft. [13.3 m] |
Owner: | State Highway Agency [01] |
Year built: | 1948 |
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: | 4 |
Main spans material: | Concrete [1] |
Main spans design: | Culvert [19] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: August 2018
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 520 [as of 2013] |
Truck traffic: | 24% of total traffic |
Structural appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
Deck geometry appraisal: | Superior to present desirable criteria [9] |
Water adequacy appraisal: | Better than present minimum criteria [7] |
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] |
Culvert condition: | Deterioration or initial disintegration, minor chloride contamination, cracking with some leaching, or spalls on concrete or masonry walls and slabs. Local minor scouring at curtain walls, wingwalls or pipes. Metal culverts have a smooth curvature, non-symmetrical shape, significant corrosion or moderate pitting. [6] |
Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
Sufficiency rating: | 74.3 |
Previous Inspections
Date | Condition | Culvert Condition | ADT | Suff. Rating |
---|
August 2018 | Fair | 6 out of 10 | 520 | 74.3 |
September 2016 | Fair | 6 out of 10 | 520 | 74.1 |
September 2014 | Fair | 6 out of 10 | 330 | 75.5 |
September 2012 | Fair | 6 out of 10 | 330 | 75.5 |
January 2011 | Fair | 6 out of 10 | 330 | 75.5 |
January 2009 | Fair | 6 out of 10 | 210 | 75.9 |
February 2007 | Fair | 6 out of 10 | 220 | 75.9 |
April 2005 | Fair | 6 out of 10 | 220 | 78.9 |
December 2003 | Fair | 6 out of 10 | 200 | 77.4 |
December 2001 | Good | 7 out of 10 | 170 | 77.4 |
February 2000 | Good | 7 out of 10 | 220 | 77.3 |
February 1998 | Good | 7 out of 10 | 180 | 77.4 |
January 1996 | Good | 7 out of 10 | 210 | 77.4 |
February 1994 | Good | 8 out of 10 | 150 | 77.5 |
February 1992 | Good | 8 out of 10 | 170 | 86.3 |