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WOODLAWN over E. FORK CHISHOLM CR TR #

Map 

Coordinates:
+37.74697, -97.26233
37°44'49" N, 97°15'44" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:WOODLAWN over E. FORK CHISHOLM CR TR #
Structure number:430400876575020
Location:WOODLAWN AT 30TH ST. N.
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:6.9 ft. [2.1 m]
Total length:22.0 ft. [6.7 m]
Owner:City or Municipal Highway Agency [04]
Year built:1983
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:Concrete [1]
Main spans design:Culvert [19]
Deck type:Not applicable [N]
Wearing surface:Bituminous [6]

Latest Available Inspection: December 2015 

Status:Open, no restriction [A]
Average daily traffic:21,000 [as of 2006]
Truck traffic:2% of total traffic
Structural appraisal:Better than present minimum criteria [7]
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]
Culvert condition:Shrinkage cracks, light scaling and insignificant spalling which does not expose reinforcing steel. Insignificant damage caused by drift with no misalignment and not requiring corrective action. Some minor scouring has occured near curtain walls, wingwalls or pipes. Metal culverts have a smooth symmetrical curvature with superficial corrosion and no pitting. [7]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:75.8 tons [68.9 metric tons]
Inventory rating:44.9 tons [40.8 metric tons]
Sufficiency rating:79.0

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
December 201579.0Not deficient---21000
October 201379.0Not deficient---21000
October 201174.7Functionally obsolete---21000
November 200974.7Functionally obsolete---21000
July 200774.7Functionally obsolete---21000
November 200276.5Functionally obsolete---15060
February 200076.5Functionally obsolete---15060
March 199792.6Functionally obsolete---13819
January 199594.3Functionally obsolete---7390