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37TH STREET NORTH over EAST FORK CHISHOLM CR TR

Map 

Coordinates:
+37.75226, -97.24130
37°45'08" N, 97°14'29" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:37TH STREET NORTH over EAST FORK CHISHOLM CR TR
Structure number:53040087037RR10
Location:37TH ST N .2 M E ROCK RD
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:11.2 ft. [3.4 m]
Total length:24.0 ft. [7.3 m]
Skew angle:45°
Owner:City or Municipal Highway Agency [04]
Year built:1988
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:2
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:5,000 [as of 2006]
Truck traffic:2% of total traffic
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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]
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:36.0 tons [32.7 metric tons]
Inventory rating:21.0 tons [19.1 metric tons]
Sufficiency rating:66.4
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$25,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
December 201566.4Not deficient---5000
October 201366.4Not deficient---5000
October 201163.5Functionally obsolete---5000
November 200963.5Functionally obsolete---5000
July 200763.5Functionally obsolete---5000
November 200263.5Functionally obsolete---4918
February 200063.5Functionally obsolete---4918
March 199762.4Functionally obsolete---4391
January 199562.6Not deficient---3142
May 199380.1Not deficient---3142