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WOODLAWN over GYPSUM CREEK

Map 

Coordinates:
+37.65965, -97.26214
37°39'35" N, 97°15'44" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:WOODLAWN over GYPSUM CREEK
Structure number:53040087000GC80
Location:WOODLAWN 500' N Mt Vern
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:45.9 ft. [14.0 m]
Total length:131.9 ft. [40.2 m]
Roadway width between curbs:53.5 ft. [16.3 m]
Deck width edge-to-edge:64.6 ft. [19.7 m]
Skew angle:15°
Owner:City or Municipal Highway Agency [04]
Year built:1972
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:3
Main spans material:Prestressed concrete continuous [6]
Main spans design:Tee beam [04]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Latex Concrete or similar additive [3]

Latest Available Inspection: November 2015 

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:8,000 [as of 2006]
Truck traffic:2% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Operating rating:49.9 tons [45.4 metric tons]
Inventory rating:45.9 tons [41.7 metric tons]
Sufficiency rating:66.2

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
November 201566.2FairSatisfactoryFairSatisfactory-8000
November 201367.2FairSatisfactoryFairGood-8000
September 201178.7FairSatisfactorySatisfactoryGood-8000
November 200978.7FairSatisfactorySatisfactoryGood-8000
July 200778.7GoodGoodVery GoodGood-8000
November 200278.1GoodGoodVery GoodGood-10061
February 200078.1GoodVery GoodGoodGood-10061
March 199778.0GoodVery GoodVery GoodVery Good-10157
January 199578.0GoodVery GoodVery GoodVery Good-10568
May 199378.0GoodVery GoodVery GoodVery Good-10568
May 199180.0GoodVery GoodVery GoodVery Good-10635