S.H. 50 over SAND CREEK


+36.32237, -99.22854
36°19'21" N, 99°13'43" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:S.H. 50 over SAND CREEK
Structure number:187330000000000
Old structure number:7717 0079 X (from 1992 edition)
Location:.8 MI N JCT US 183
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:29.9 ft. [9.1 m]
Total length:149.9 ft. [45.7 m]
Roadway width between curbs:32.2 ft. [9.8 m]
Deck width edge-to-edge:34.8 ft. [10.6 m]
Owner:State Highway Agency [01]
Year built:1974
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:5
Main spans material:Concrete [1]
Main spans design:Slab [01]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: September 2016

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:440 [as of 2015]
Truck traffic:15% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Equal to present minimum criteria [6]
Water adequacy appraisal:Better than present minimum criteria [7]
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 the assessed or calculated scour condition. [8]
Operating rating:67.9 tons [61.7 metric tons]
Inventory rating:40.7 tons [37.0 metric tons]
Sufficiency rating:99.4
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$1,794,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
September 201699.4GoodGoodGoodGood-440
October 201499.4GoodGoodGoodGood-440
December 201399.4GoodGoodGoodGood-440
August 201270.1PoorGoodGoodPoorSD440
November 201072.1PoorGoodGoodPoorSD440
February 200871.1PoorGoodGoodPoorSD460
December 200571.3PoorGoodGoodPoorSD370
February 200371.5PoorSatisfactoryGoodPoorSD260
February 200171.5PoorSatisfactoryGoodPoorSD250
January 199988.6FairSatisfactoryGoodFair-250
December 199699.6FairSatisfactoryGoodSatisfactory-290
November 199499.6FairSatisfactoryGoodSatisfactory-280
February 199397.7FairSatisfactorySatisfactorySatisfactory-250
February 199197.7FairSatisfactorySatisfactorySatisfactory-250