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PAWNEE over DRY CREEK

Map 

Coordinates:
+37.65004, -97.29431
37°39'00" N, 97°17'40" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:PAWNEE over DRY CREEK
Structure number:430400876250030
Location:PAWNEE AT ROOSEVELT
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:9.8 ft. [3.0 m]
Total length:32.2 ft. [9.8 m]
Skew angle:30°
Owner:City or Municipal Highway Agency [04]
Year built:1969
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:Posted for load [P]
Average daily traffic:20,000 [as of 2006]
Truck traffic:2% of total traffic
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
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:Deterioration or initial disintegration, minor chloride contamination, cracking with some leaching, or spalls on concrete or masonry walls and slabs. Local minor scouring at curtain walls, wingwalls or pipes. Metal culverts have a smooth curvature, non-symmetrical shape, significant corrosion or moderate pitting. [6]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:31.9 tons [29.0 metric tons]
Inventory rating:18.9 tons [17.2 metric tons]
Sufficiency rating:58.8
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$165,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
December 201558.8Not deficient---20000
November 201358.8Not deficient---20000
September 201154.4Functionally obsolete---20000
November 200954.4Functionally obsolete---20000
July 200754.4Functionally obsolete---20000
November 200252.9Functionally obsolete---18231
February 200052.9Functionally obsolete---18231
March 199753.0Functionally obsolete---17984
January 199553.1Functionally obsolete---15800
May 199364.7Functionally obsolete---15533
May 199163.2Functionally obsolete---15533