US 54 over Cramer Creek
Map
Coordinates:
+35.75135, -102.8931335°45'05" N, 102°53'35" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | US 54 over Cramer Creek |
Structure number: | 041040023801013 |
Location: | 1.5 Mi N of FM 767 |
Purpose: | Carries highway over waterway |
Route classification: | Principal Arterial - Other (Rural) [02] |
Length of largest span: | 29.9 ft. [9.1 m] |
Total length: | 180.1 ft. [54.9 m] |
Roadway width between curbs: | 43.6 ft. [13.3 m] |
Deck width edge-to-edge: | 45.9 ft. [14.0 m] |
Owner: | State Highway Agency [01] |
Year built: | 1947 |
Year reconstructed: | 1962 |
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: | 7 |
Main spans material: | Concrete continuous [2] |
Main spans design: | Slab [01] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: July 2017
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 2,170 [as of 2013] |
Truck traffic: | 62% of total traffic |
Deck condition: | Fair [5 out of 9] |
Superstructure condition: | Fair [5 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: | 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 assessed or calculated scour condition. [5] |
Sufficiency rating: | 56.1 |
Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
Estimated cost of work: | $408,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
July 2017 | Fair | Fair | Fair | Fair | 2170 | 56.1 |
September 2015 | Fair | Fair | Fair | Fair | 2170 | 56.7 |
September 2013 | Fair | Satisfactory | Satisfactory | Satisfactory | 1400 | 80.5 |
January 2012 | Fair | Satisfactory | Satisfactory | Satisfactory | 1200 | 81.6 |
January 2010 | Fair | Satisfactory | Satisfactory | Satisfactory | 1300 | 80.4 |
February 2008 | Fair | Satisfactory | Satisfactory | Satisfactory | 1350 | 80.1 |
January 2006 | Fair | Satisfactory | Satisfactory | Satisfactory | 2000 | 75.6 |
January 2004 | Fair | Satisfactory | Satisfactory | Satisfactory | 1650 | 77.2 |
December 2001 | Poor | Satisfactory | Satisfactory | Poor | 1850 | 47.9 |
February 2000 | Fair | Satisfactory | Satisfactory | Fair | 1750 | 65.0 |
March 1998 | Fair | Satisfactory | Satisfactory | Fair | 1600 | 66.0 |
January 1996 | Fair | Satisfactory | Good | Good | 1900 | 75.7 |
February 1994 | Good | Good | Good | Good | 1500 | 77.9 |
February 1992 | Good | Good | Good | Good | 1300 | 87.9 |
Element Data
Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
Element | Units | Quantity | 1-Good | 2-Fair | 3-Poor | 4-Serious |
---|
Substructure |
Reinforced Concrete Abutment | linear ft. | 92 | 79 | 12 | 1 | 0 |
Steel Pile | each | 36 | 5 | 31 | 0 | 0 |
Reinforced Concrete Pier Cap | linear ft. | 276 | 168 | 79 | 29 | 0 |
Bridge Rail |
Steel or Aluminum Bridge Rail | linear ft. | 360 | 360 | 0 | 0 | 0 |
Deck |
Reinforced Concrete Slab | sq. ft. | 8,280 | 7,174 | 1,060 | 46 | 0 |