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S.H. 50B over CREEK

Map

Coordinates:
+36.44957, -99.20661
36°26'58" N, 99°12'24" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts

Name:S.H. 50B over CREEK
Structure number:006040000000000
Old structure number:7715 0424 X (from 1992 edition)
Location:0.1 MI W JCT SH 50
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:9.8 ft. [3.0 m]
Total length:33.1 ft. [10.1 m]
Roadway width between curbs:29.9 ft. [9.1 m]
Deck width edge-to-edge:32.2 ft. [9.8 m]
Owner:State Highway Agency [01]
Year built:1918
Historic significance:Historical significance is not determinable at this time [4]
Design load:M 18 / H 20 [4]
Number of main spans:3
Main spans material:Concrete [1]
Main spans design:Culvert [19]
Deck type:Not applicable [N]

Latest Available Inspection: July 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:500 [as of 2015]
Truck traffic:15% of total traffic
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Equal to present minimum criteria [6]
Water adequacy appraisal:Equal to present desirable criteria [8]
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]
Pier/abutment protection:Navigation protection not required [1]
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 assessed or calculated scour condition. [5]
Operating rating:59.8 tons [54.4 metric tons]
Inventory rating:36.0 tons [32.7 metric tons]
Sufficiency rating:96.9
Recommended work:Widening of existing bridge or other major structure without deck rehabilitation or replacement [33]
Estimated cost of work:$644,000

Previous Inspections

DateSuff. RatingConditionCulvert ConditionSD/FOADT
July 201696.9Fair6 out of 10-500
October 201496.9Fair6 out of 10-500
August 201296.9Fair6 out of 10-500
November 201085.9Fair5 out of 10-310
January 200869.9Poor4 out of 10SD310
February 200569.8Poor4 out of 10SD450
October 200296.9Fair6 out of 10-440
September 200196.9Fair6 out of 10-460
January 199996.9Good7 out of 10-460
September 199696.9Good7 out of 10-450
November 199496.9Good7 out of 10-380
February 199396.9Fair6 out of 10-350
February 199196.9Fair6 out of 10-350