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US 24 E over CST CAMBRIDGE AVE, BNSF

Map 

Coordinates:
+39.10456, -94.50012
39°06'16" N, 94°30'00" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:US 24 E over CST CAMBRIDGE AVE, BNSF
Structure number:6024
Old structure number:K03944 1 (from 1992 edition)
Location:S 36 T 50 N R 33 W
Purpose:Carries highway and pedestrian walkway over highway and railroad
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:76.4 ft. [23.3 m]
Total length:1243.2 ft. [378.9 m]
Roadway width between curbs:42.0 ft. [12.8 m]
Deck width edge-to-edge:55.1 ft. [16.8 m]
Vertical clearance below bridge:21.7 ft. [6.6 m]
Skew angle:14°
Owner:State Highway Agency [01]
Year built:1934
Year reconstructed:1994
Historic significance:Bridge is eligible for the National Register of Historic Places [2]
Design load:M 18 / H 20 [4]
Number of main spans:17
Main spans material:Steel [3]
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 load [P]
Average daily traffic:20,034 [as of 2015]
Truck traffic:10% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
Underclearances appraisal:Basically intolerable requiring high priority of replacement [2]
Roadway alignment appraisal:Equal to present minimum criteria [6]
Scour condition:Bridge not over waterway. [N]
Operating rating:39.6 tons [36.0 metric tons]
Inventory rating:23.8 tons [21.6 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:39.5
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$13,647,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
June 201539.5Functionally obsoleteGoodFairSatisfactory20034
April 201339.5Functionally obsoleteGoodSatisfactoryFair12445
April 201140.9Functionally obsoleteGoodSatisfactoryFair18542
November 200941.6Functionally obsoleteGoodFairFair17587
January 200848.6Functionally obsoleteVery GoodVery GoodSatisfactory19864
December 200548.6Functionally obsoleteVery GoodVery GoodSatisfactory17768
March 200448.6Functionally obsoleteVery GoodVery GoodSatisfactory18183
October 200152.6Not deficientVery GoodVery GoodSatisfactory19982
September 199947.9Not deficientVery GoodVery GoodSatisfactory20797
September 199847.9Not deficientVery GoodVery GoodSatisfactory20797
October 199747.9Not deficientVery GoodVery GoodGood20797
October 199647.9Not deficientVery GoodVery GoodGood21350
October 199447.9Not deficientGoodVery GoodGood21350
December 199147.9Functionally obsoleteGoodVery GoodGood22394