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E0350 over SAND CREEK

Map

Coordinates:
+36.50824, -99.06768
36°30'30" N, 99°04'04" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:E0350 over SAND CREEK
Structure number:240970000000000
Location:3.7N 1.2 W OF QUINLAN
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:27.9 ft. [8.5 m]
Total length:83.0 ft. [25.3 m]
Roadway width between curbs:25.9 ft. [7.9 m]
Deck width edge-to-edge:26.6 ft. [8.1 m]
Owner:County Highway Agency [02]
Year built:1994
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Number of main spans:3
Main spans material:Steel [3]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: May 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:100 [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:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Equal to present minimum criteria [6]
Water adequacy appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Meets minimum tolerable limits to be left in place as is [4]
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]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:63.9 tons [58.1 metric tons]
Inventory rating:38.0 tons [34.5 metric tons]
Sufficiency rating:95.0
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$460,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
May 201695.0FairSatisfactorySatisfactorySatisfactory-100
May 201495.0FairGoodSatisfactorySatisfactory-100
May 201295.0FairGoodSatisfactorySatisfactory-100
June 201095.0FairGoodSatisfactorySatisfactory-100
June 200895.0FairGoodSatisfactorySatisfactory-100
June 200684.0FairGoodFairFair-100
March 200468.0PoorGoodPoorFairSD100
February 200268.0PoorGoodPoorFair-100
December 199975.1FairGoodFairGood-100
November 199775.1FairGoodFairGood-100
November 199596.4GoodVery GoodGoodVery Good-100