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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 

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. ratingEvaluationDeckSuper.Sub.ADT
December 201594.4Not deficientSatisfactorySatisfactoryVery Good15500
October 201394.4Not deficientGoodGoodVery Good15500
October 201174.3Functionally obsoleteGoodGoodVery Good15500
November 200974.3Functionally obsoleteGoodGoodVery Good15500
July 200776.3Functionally obsoleteGoodGoodVery Good15500
November 200275.7Functionally obsoleteGoodGoodVery Good10914
February 200077.7Functionally obsoleteGoodVery GoodVery Good10914
March 199778.0Not deficientVery GoodVery GoodVery Good10100
January 199577.0Not deficientVery GoodVery GoodVery Good13952
May 199198.0Not deficientExcellentExcellentExcellent8729