US 54 over Cramer Creek


+35.75118, -102.89312
35°45'04" N, 102°53'35" W


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:44.0 ft. [13.4 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: September 2015

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: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 assessed or calculated scour condition. [5]
Operating rating:36.6 tons [33.3 metric tons]
Inventory rating:21.8 tons [19.8 metric tons]
Sufficiency rating:56.7
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

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
September 201556.7FairFairFairFair-2170
September 201380.5FairSatisfactorySatisfactorySatisfactory-1400
January 201281.6FairSatisfactorySatisfactorySatisfactory-1200
January 201080.4FairSatisfactorySatisfactorySatisfactory-1300
February 200880.1FairSatisfactorySatisfactorySatisfactory-1350
January 200675.6FairSatisfactorySatisfactorySatisfactory-2000
January 200477.2FairSatisfactorySatisfactorySatisfactory-1650
December 200147.9PoorSatisfactorySatisfactoryPoorSD1850
February 200065.0FairSatisfactorySatisfactoryFair-1750
March 199866.0FairSatisfactorySatisfactoryFair-1600
January 199675.7FairSatisfactoryGoodGood-1900
February 199477.9GoodGoodGoodGood-1500
February 199287.9GoodGoodGoodGood-1300

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Steel Columneach36022140
Reinforced Concrete Abutmentlinear ft.2725200
Reinforced Concrete Pier Caplinear ft.84591960
Pourable Jointlinear ft.28141400
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.108108000
Steel Protective Coatingsq. ft.12,98712,987000
Reinforced Concrete Slabsq. ft.77000