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SB FAIRFAX TO70EB over 6 STREETS & 4 RR TRACKS

Map 

Coordinates:
+39.11429, -94.61619
39°06'51" N, 94°36'58" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:SB FAIRFAX TO70EB over 6 STREETS & 4 RR TRACKS
Structure number:999907001051741
Location:0.57 MILES W MO ST LINE
Purpose:Carries highway over highway and railroad
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:137.5 ft. [41.9 m]
Total length:1442.3 ft. [439.6 m]
Roadway width between curbs:22.0 ft. [6.7 m]
Deck width edge-to-edge:27.6 ft. [8.4 m]
Vertical clearance above deck:16.4 ft. [5.0 m]
Vertical clearance below bridge:16.1 ft. [4.9 m]
Owner:State Highway Agency [01]
Year built:1959
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18+Mod / HS 20+Mod [6]
Number of main spans:18
Main spans material:Steel continuous [4]
Main spans design:Girder and floorbeam system [03]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Low slump Concrete [4]

Latest Available Inspection: June 2015 

Status:Posted for other load-capacity restriction [R]
Average daily traffic:15,450 [as of 2009]
Truck traffic:10% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
Underclearances appraisal:Basically intolerable requiring high priority of corrrective action [3]
Roadway alignment appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Scour condition:Bridge not over waterway. [N]
Operating rating:58.3 tons [53.0 metric tons]
Inventory rating:35.0 tons [31.8 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:86.2
Recommended work:Bridge deck replacement with only incidental widening. [37]
Estimated cost of work:$1,095,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
June 201586.2Functionally obsoleteGoodSatisfactorySatisfactory15450
May 201486.2Functionally obsoleteGoodSatisfactorySatisfactory15450
May 201386.3Functionally obsoleteGoodSatisfactorySatisfactory15450
July 201286.3Functionally obsoleteGoodSatisfactoryGood15450
May 201186.2Functionally obsoleteGoodSatisfactoryGood15450
July 201086.2Functionally obsoleteVery GoodSatisfactoryGood15450
October 200987.2Functionally obsoleteVery GoodSatisfactoryGood15450
June 200886.9Functionally obsoleteVery GoodSatisfactoryGood18300
September 200771.4Functionally obsoleteSatisfactorySatisfactoryGood18500
July 20062.0Structurally deficientSatisfactorySatisfactoryGood16100
June 20052.0Structurally deficientSatisfactorySatisfactoryGood15750
December 20042.0Structurally deficientSatisfactorySatisfactoryGood14550
June 20022.0Structurally deficientSatisfactorySatisfactoryGood11608
December 20002.0Structurally deficientGoodSatisfactoryVery Good11608
December 19992.0Structurally deficientGoodSatisfactoryVery Good11608
October 199870.5Functionally obsoleteGoodSatisfactoryVery Good11608
August 199772.5Functionally obsoleteGoodSatisfactoryVery Good11608
March 199673.5Functionally obsoleteGoodSatisfactoryVery Good11608
March 199573.8Functionally obsoleteGoodSatisfactoryVery Good11608
July 199473.8Functionally obsoleteGoodSatisfactoryVery Good11608
June 199374.8Functionally obsoleteGoodSatisfactoryVery Good11608
February 199274.8Functionally obsoleteGoodVery GoodVery Good11608
August 199174.8Functionally obsoleteGoodVery GoodVery Good11608