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MANCHESTER TFWY over RR YARD

Map 

Coordinates:
+39.12333, -94.51500
39°07'24" N, 94°30'54" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:MANCHESTER TFWY over RR YARD
Structure number:25382
Old structure number:S010B41 048 (from 1992 edition)
Location:S 10 T 50 N R 33 W
Purpose:Carries highway over railroad
Route classification:Minor Arterial (Urban) [16]
Length of largest span:190.0 ft. [57.9 m]
Total length:2275.0 ft. [693.4 m]
Roadway width between curbs:49.9 ft. [15.2 m]
Deck width edge-to-edge:58.7 ft. [17.9 m]
Vertical clearance below bridge:25.6 ft. [7.8 m]
Skew angle:99°
Owner:City or Municipal Highway Agency [04]
Year built:1958
Year reconstructed:2004
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:20
Main spans material:Steel continuous [4]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: May 2014 

Status:Posted for load [P]
Average daily traffic:9,425 [as of 2014]
Truck traffic:5% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Basically intolerable requiring high priority of corrrective action [3]
Underclearances appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Operating rating:59.4 tons [54.0 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:75.4
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$17,780,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
May 201475.4Functionally obsoleteGoodSatisfactoryGood9425
June 201275.4Not deficientGoodSatisfactoryGood9425
June 201073.9Not deficientVery GoodGoodGood12300
April 200873.9Not deficientVery GoodGoodGood12300
February 200610.2Structurally deficientExcellentGoodGood12300
March 20046.8Structurally deficientFairFairFair12300
June 200250.1Functionally obsoleteFairFairFair12300
June 200049.5Functionally obsoleteFairFairFair14300
July 199850.2Functionally obsoleteFairFairFair10600
July 199651.2Functionally obsoleteFairFairFair10600
September 199451.7Functionally obsoleteFairFairFair10600
November 199251.7Functionally obsoleteFairFairFair10600