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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 

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. ratingEvaluationDeckSuper.Sub.ADT
November 201566.2Not deficientSatisfactoryFairSatisfactory8000
November 201367.2Not deficientSatisfactoryFairGood8000
September 201178.7Not deficientSatisfactorySatisfactoryGood8000
November 200978.7Not deficientSatisfactorySatisfactoryGood8000
July 200778.7Not deficientGoodVery GoodGood8000
November 200278.1Not deficientGoodVery GoodGood10061
February 200078.1Not deficientVery GoodGoodGood10061
March 199778.0Not deficientVery GoodVery GoodVery Good10157
January 199578.0Not deficientVery GoodVery GoodVery Good10568
May 199378.0Not deficientVery GoodVery GoodVery Good10568
May 199180.0Not deficientVery GoodVery GoodVery Good10635