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RP IS44W TO S 7TH over CST BROADWAY, CST HICKOR

Map 

Coordinates:
+38.61499, -90.19474
38°36'54" N, 90°11'41" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:RP IS44W TO S 7TH over CST BROADWAY, CST HICKOR
Structure number:2828
Old structure number:A3353 2 (from 1992 edition)
Location:S 25 T 45 N R 7 E
Purpose:Carries highway over highway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:82.4 ft. [25.1 m]
Total length:445.9 ft. [135.9 m]
Roadway width between curbs:30.5 ft. [9.3 m]
Deck width edge-to-edge:33.8 ft. [10.3 m]
Vertical clearance below bridge:15.4 ft. [4.7 m]
Skew angle:50°
Owner:State Highway Agency [01]
Year built:1977
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:7
Main spans material:Steel continuous [4]
Main spans design:Girder and floorbeam system [03]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Latex Concrete or similar additive [3]

Latest Available Inspection: September 2015 

Good/Fair/Poor Condition:Good
Status:Posted for load [P]
Average daily traffic:7,278 [as of 2015]
Truck traffic:18% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Superior to present desirable criteria [9]
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:59.4 tons [54.0 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Sufficiency rating:97.7

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
September 201597.7GoodGoodGoodGood-7278
August 201396.9GoodGoodGoodGood-5895
August 201194.9GoodGoodGoodGoodFO6833
August 200995.2GoodGoodGoodGoodFO5500
August 200795.2GoodGoodGoodGoodFO5500
July 200595.1GoodGoodGoodGoodFO8210
August 200395.0GoodGoodGoodGoodFO8403
July 200195.1GoodGoodGoodGoodFO8246
July 199992.2GoodGoodGoodGoodFO10066
June 199892.2GoodGoodGoodGoodFO10066
July 199793.2GoodGoodGoodGoodFO10066
June 199693.5GoodGoodGoodGoodFO7190
December 199594.6GoodGoodGoodVery GoodFO7190
March 199494.7GoodGoodGoodVery GoodFO6600
March 199394.7GoodGoodGoodVery GoodFO6600
October 199194.7GoodGoodGoodVery GoodFO6600