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S.H. 50 over BULL CREEK

Map

Coordinates:
+36.39500, -99.22833
36°23'42" N, 99°13'42" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts

Name:S.H. 50 over BULL CREEK
Structure number:175440000000000
Old structure number:7717 0577 X (from 1992 edition)
Location:5.8 MI N JCT US 183
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:40.0 ft. [12.2 m]
Total length:200.1 ft. [61.0 m]
Roadway width between curbs:27.9 ft. [8.5 m]
Deck width edge-to-edge:33.1 ft. [10.1 m]
Owner:State Highway Agency [01]
Year built:1969
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 18 / H 20 [4]
Number of main spans:5
Main spans material:Steel [3]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: September 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:490 [as of 2015]
Truck traffic:15% of total traffic
Deck condition:Satisfactory [6 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:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Superior to present desirable criteria [9]
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:49.5 tons [45.0 metric tons]
Inventory rating:29.7 tons [27.0 metric tons]
Sufficiency rating:76.0
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$2,046,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
September 201676.0FairSatisfactorySatisfactoryFair-490
October 201476.0FairSatisfactorySatisfactoryFair-490
August 201276.0FairSatisfactorySatisfactoryFair-490
December 201078.0FairSatisfactorySatisfactoryFair-490
November 200859.7PoorSatisfactoryFairPoorSD500
January 200659.7PoorSatisfactoryFairPoorSD490
February 200359.8PoorSatisfactoryPoorPoorSD470
February 200147.7PoorSatisfactoryPoorPoorSD450
January 199983.1FairSatisfactorySatisfactorySatisfactory-450
December 199680.1FairSatisfactorySatisfactorySatisfactory-440
November 199478.4FairSatisfactoryFairFair-400
February 199389.5FairSatisfactorySatisfactorySatisfactory-370
February 199189.5FairSatisfactorySatisfactorySatisfactory-370