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JAMIESON AVE N over IS 44

Map 

Coordinates:
+38.60574, -90.30734
38°36'21" N, 90°18'26" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:JAMIESON AVE N over IS 44
Structure number:2001
Old structure number:A2317R 3 (from 1992 edition)
Location:S 26 T 45 N R 6 E
Purpose:Carries highway over highway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:112.9 ft. [34.4 m]
Total length:326.1 ft. [99.4 m]
Roadway width between curbs:36.4 ft. [11.1 m]
Deck width edge-to-edge:44.0 ft. [13.4 m]
Vertical clearance below bridge:15.4 ft. [4.7 m]
Skew angle:49°
Owner:State Highway Agency [01]
Year built:1971
Year reconstructed:2011
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:4
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: January 2015 

Status:Open, no restriction [A]
Average daily traffic:5,196 [as of 2014]
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:Meets minimum tolerable limits to be left in place as is [4]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Operating rating:66.3 tons [60.3 metric tons]
Inventory rating:39.6 tons [36.0 metric tons]
Sufficiency rating:77.0

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
January 201577.0Not deficientGoodSatisfactorySatisfactory5196
September 201376.2Not deficientGoodSatisfactorySatisfactory5217
January 201376.2Not deficientVery GoodGoodSatisfactory5280
November 201176.2Not deficientExcellentSatisfactorySatisfactory5280
October 201060.1Structurally deficientPoorFairSatisfactory5500
August 200971.4Structurally deficientPoorSatisfactorySatisfactory5446
August 200871.4Structurally deficientPoorGoodSatisfactory5628
August 200760.1Structurally deficientPoorGoodFair5767
August 200572.3Functionally obsoleteFairGoodGood11454
September 200381.5Not deficientFairGoodFair5955
July 200181.5Not deficientSatisfactoryGoodFair5844
200082.8Not applicable---37000
July 199780.6Not deficientGoodVery GoodFair15675
August 199682.5Not deficientGoodVery GoodFair10450
November 199582.3Not deficientGoodVery GoodFair10450
December 199393.5Not deficientGoodVery GoodSatisfactory11030
February 199393.5Not deficientGoodVery GoodSatisfactory11030
November 199193.5Not deficientVery GoodVery GoodSatisfactory11030