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WOODLAWN over E. FORK CHISHOLM CR TR #

Map 

Coordinates:
+37.74696, -97.26245
37°44'49" N, 97°15'45" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:WOODLAWN over E. FORK CHISHOLM CR TR #
Structure number:430400876575010
Location:WOODLAWN AT 34TH ST.
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:47.9 ft. [14.6 m]
Total length:123.0 ft. [37.5 m]
Roadway width between curbs:62.7 ft. [19.1 m]
Deck width edge-to-edge:96.1 ft. [29.3 m]
Owner:City or Municipal Highway Agency [04]
Year built:1991
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Number of main spans:3
Main spans material:Concrete continuous [2]
Main spans design:Slab [01]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Integral Concrete (separate non-modified layer of concrete added to structural deck) [2]

Latest Available Inspection: December 2015 

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:15,500 [as of 2006]
Truck traffic:2% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Equal to present minimum criteria [6]
Water adequacy appraisal:Better than present minimum criteria [7]
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]
Pier/abutment protection:Navigation protection not required [1]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Operating rating:96.8 tons [88.0 metric tons]
Inventory rating:57.9 tons [52.6 metric tons]
Sufficiency rating:94.4

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
December 201594.4FairSatisfactorySatisfactoryVery Good-15500
October 201394.4GoodGoodGoodVery Good-15500
October 201174.3GoodGoodGoodVery GoodFO15500
November 200974.3GoodGoodGoodVery GoodFO15500
July 200776.3GoodGoodGoodVery GoodFO15500
November 200275.7GoodGoodGoodVery GoodFO10914
February 200077.7GoodGoodVery GoodVery GoodFO10914
March 199778.0GoodVery GoodVery GoodVery Good-10100
January 199577.0GoodVery GoodVery GoodVery Good-13952
May 199198.0GoodExcellentExcellentExcellent-8729